CN110512860A - A kind of reinforcing bar integrated template system and preparation method thereof - Google Patents
A kind of reinforcing bar integrated template system and preparation method thereof Download PDFInfo
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- CN110512860A CN110512860A CN201910887372.3A CN201910887372A CN110512860A CN 110512860 A CN110512860 A CN 110512860A CN 201910887372 A CN201910887372 A CN 201910887372A CN 110512860 A CN110512860 A CN 110512860A
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 36
- 238000002360 preparation method Methods 0.000 title abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 77
- 239000010959 steel Substances 0.000 claims abstract description 77
- 230000002787 reinforcement Effects 0.000 claims abstract description 46
- 238000004519 manufacturing process Methods 0.000 claims abstract description 13
- 238000012545 processing Methods 0.000 claims description 10
- 238000013461 design Methods 0.000 claims description 9
- 238000011065 in-situ storage Methods 0.000 claims description 5
- 239000002994 raw material Substances 0.000 claims description 5
- 230000013011 mating Effects 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 2
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 210000000988 bone and bone Anatomy 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000010354 integration Effects 0.000 description 2
- 239000010813 municipal solid waste Substances 0.000 description 2
- 206010054949 Metaplasia Diseases 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000015689 metaplastic ossification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000012372 quality testing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
A kind of reinforcing bar integrated template system and preparation method thereof, use the template face of modular skeletal support medial surface as template external member, matched steel reinforcement cage is placed in inside template external member as one, all completed by factory's integral preform, scene only needs lifting, installation after-pouring concrete, reuses after template is dismountable.Since template reinforcement fabrication is all prefabricated in the factory completion, it is completed at the same time steel bar template assembling, using standardization numerical control production, precision is high, can live fast and efficient construction, it is extremely low to save artificial and waste of material, significantly reduces cost, is the primary leap of building iron mould plate technique.
Description
Technical field
The present invention relates to the template field in the civil engineering structure design and construction of Building technology, specifically a kind of steel
Muscle template integral construction method.
Background technique
Template quality in existing market is irregular, and template construct is coarse, site operation be essentially all it is artificial in bulk,
The problems such as operating error is larger, and formwork edge joint is excessive, and joint location is inaccurate causes effect after concreting undesirable, and precision is not
It is high；Steel reinforcement cage is live processing, often there is jerry thing, leads to bar diameter, and length is wrong, and by
Worker compares construction drawing and binds, and working efficiency is low, is more also easy to produce mistake, and in steel reinforcement cage binding easily in template
Interior residual garbage has the gap after leading to concreting and has rubbish incidental.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of steel bar template integral construction methods, reach stress conjunction
Reason, simple structure, and accuracy height, cheap, easy for installation purpose reduce cost to improve working efficiency.
The reinforcing bar integrated template system, for the cast in situs forming and supporting of concrete structure building element,
It is characterized in that: including by template external member and steel reinforcement cage directly assembled after prefabrication；The template external member by form cage,
And by the template face of the fixed support of form cage around preset building element cavity composition, what the template face made to surround
Building element cavity can pour closing；The form cage is the frame for stent plate face being spliced by skeleton rod piece；
The steel reinforcement cage is set in the building element cavity that template external member is surrounded, and is had in being horizontally arranged at interval for steel reinforcement cage
It is one that it is mating for same building component, which to be pierced by and be connected to the drawing screw rod set group of form cage, steel reinforcement cage and template external member, for both ends
Body.
As embodiment, back cord system is provided on the outside of the form cage of each side of template external member；The back cord system is set
By single back bar or the back bar pair that form of back bar in pairs, the back bar of form cage two opposite outer or bar is carried on the back to being arranged at an equal altitude, institute
Back bar is stated to form to by a pair of parallel and gap setting back bar.
Further, the Screw arbor with nut at both-ends set group includes Screw arbor with nut at both-ends, nut, gasket；It crosses at the Screw arbor with nut at both-ends both ends
Bar or the gap across a pair of of back bar pair are carried on the back, both ends pass through the form cage drawknot of nut and gasket by opposite sides respectively
Securely, Screw arbor with nut at both-ends set group is located by connecting across steel reinforcement cage, with steel reinforcement cage.
Connection of two form cages of adjacent surface at plane turning in the template external member are as follows: adjacent forms skeleton is flat
Face turning point is bonded to each other by form cage plate face, is fastenedly connected with the preexisting hole that connector passes through joint place.
The medial surface that the template face is positioned adjacent to building element cavity is fastenedly connected with fastener and form cage.
Typically, the rod piece of the form cage is flitch, steel pipe, aluminum profile or lightgage steel joist rod piece, carries on the back bar or back bar
To for square steel tube, round steel pipe.
Preferably, it is equipped with the adjacent two sides lateral surface in the back two sides of bar with form cage and is also fixed with back bar, sides adjacent
Back bar extension intersect and be fixedly connected.
A kind of production method of reinforcing bar integrated template system, it is characterized in that: including the steps that following sequences carry out:
The first step, the template bone according to needed for the template external member of the design shape of building element and size export module
The parameter and inventory of reinforcing bar needed for frame, template face and steel reinforcement cage and steel plate, directly docking factory carry out standard modular processing；
Second step numbers the modular template face for producing and processing and reinforcing bar according to purpose classification in factory, will
The template face of reference numeral and keel form cage splice, and corresponding reinforcing bar is bound into matched steel reinforcement cage；
Form cage, template face are spelled building element point basis, column, beam, wall, plate in factory by third step with connector
It is connected into the template external member of corresponding types, corresponding steel reinforcement cage positioning is placed in the building element cavity of corresponding template external member, and
It is fixed with template external member；
4th step, in factory or on-site assembly: in the horizontal fixed and arranged back cord of the lateral surface and form cage of template external member
The back bar or back bar pair of system carry on the back bar or outside template external member with drawing screw rod set group to cross in the position location opposite direction of steel reinforcement cage
The back bar of side with the fixed drawing screw rod of fastener and after being fastenedly connected, forms formwork steel to gap, in template external member two opposite outer
Muscle integrated template system.
In the first step, plate peak use rate arrangement is discharged in plate raw material according to inventory size, in numerical control
Plate raw material is cut under equipment.
The present invention breaks the construction technique of the scattered installation of live processing and fabricating of conventional template and reinforced bar engineering, uses
Completely new integral mold plate reinforcing bar integrative installation technology technique, by the construction part module of the Automation Design, steel bar template integration processing is spelled
The completion of type whole factory is dressed up, the accurate unwrapping wire of integrated component module is carried out installation company by construction site in sequence in place
It connects and supports, form integral mold plate reinforcing bar system, flood casting and compacting of concrete is disposably carried out after unwrapping wire repetition measurement.It is live artificial big
Width reduction reduces project cost.
Since the present invention is produced advantageously by automation equipment unified standard metaplasia, by the concrete single member of automatic equipment
The production and processing of formwork keel the Automation Design, precision reaches clear-water concrete required precision.
The whole design of template reinforcing bar of the present invention can be completed by totally digitilized platform the Automation Design, by concrete list structure
Part template is connected with each other and support constitutes and assembles whole integrated template system, guarantees template body during concrete pouring construction
Globality and stability and the structure safety of system, the Front-end Design for digitizing automation guarantee the high-precision of integral mold plate system
And safety.
, can be according to standardization numerical control production since template construct is all prefabricated in the factory completion, precision is high, speed is fast, section
Less manpower and waste of material is extremely low, significantly reduces cost, can live fast and efficient construction, be the primary leather of building template technology
Life.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of steel bar template integral system embodiment of the present invention,
Fig. 2 is the structural schematic diagram of template external member,
Fig. 3 is the side view of one piece die plates external member,
Fig. 4 is the structural schematic diagram of Screw arbor with nut at both-ends set group,
In figure: 1-template external member, 2-steel reinforcement cages, 3-back cord systems, 4-Screw arbor with nut at both-ends set groups, 5-connectors, 11-
Form cage, 12-template faces, 41-Screw arbor with nut at both-ends, 42-nuts, 43-gaskets, 44-back bars pair.
Specific embodiment
The following further describes the present invention with reference to the drawings: the reinforcing bar integrated template system as shown in Fig. 1,2, for mixing
The cast in situs of Xtah Crude Clay structure building element shapes gib, and dismantles after forming reusable.
The reinforcing bar integrated template system is used for the cast in situs forming and supporting of concrete structure building element, no
It is same as traditional manual formwork way, is directly used using the prefabricated rear high-precision scene of factory's digitlization.
Reinforcing bar integrated template system includes keel template external member 1；The keel template external member 1 is fixedly connected by multiple
It keel form cage 11 and is made of the template face 12 of the fixed support of keel form cage around preset building element cavity,
The template face 12 makes the building element cavity surrounded that can pour closing.Common building component is divided into basis, column, beam, wall, plate,
Cast in situs is surrounded by template according to size, and the template surrounded in the present invention is with the support of form cage 11, whole template bone
Frame 11 is constructed according to 12 shape of template face, since the basis of usual building construction element, column, beam, wall, board size have unified mark
Standard, thus standardized form cage 11 and template face 12 can be set up, standardized template external member 1 is constituted, in order to factory
Standardization efficiently production.And the thinner thickness of lightgage steel joist, it is light-weight, transport also more convenient, the preferably light steel dragon of template external member
Template bone external member.
As typical embodiment, the form cage 11 is to be spliced into use by U-shaped or C-shaped cross section lightgage steel joist rod piece
In the frame of the rectangle of stent plate face 12.Lightgage steel joist rod piece thickness is thin, light-weight, good rigidity.
But the rod piece of the usually form cage 11 can be flitch, steel pipe, aluminum profile or lightgage steel joist rod piece, back
Bar or back bar can be square steel tube, round steel pipe to 44.
Back cord system 3 is distributed on the outside of the form cage 11 of each side of template external member 1；In a kind of embodiment, the back cord
System 3 is equipped with the multipair back bar being parallel to each other to 44, and a pair of back bar is arranged at an equal altitude to 44 in 11 liang of outsides of form cage, every side
Back bar be made of to 44 a pair of parallel and gap setting back bar, the gap is used for across drawing screw rod.
In another embodiment, back bar is to can also be used only single back bar.
The Screw arbor with nut at both-ends set group 4 includes Screw arbor with nut at both-ends 41, nut 42, gasket 43.
When using back bar to 44,41 both ends of Screw arbor with nut at both-ends pass through a pair of of back bar to 44 gap, both ends are divided
Not Tong Guo nut 42 and gasket 43 11 drawknot of form cage of opposite sides is secured, Screw arbor with nut at both-ends set group 4 pass through steel reinforcement cage 2,
It is located by connecting with steel reinforcement cage 2.
When using single back bar, back bar is closely crossed at 41 both ends of Screw arbor with nut at both-ends, and both ends pass through fastener respectively
11 drawknot of form cage of opposite sides is secured, and Screw arbor with nut at both-ends set group 4 passes through steel reinforcement cage 2, is located by connecting with steel reinforcement cage 2.
As embodiment, in a side of form cage 11, each rod piece all in a plane, for lightgage steel joist bar
The characteristics of part crossover sites are using lightgage steel joist rod piece good toughness, a lightgage steel joist rod piece pass through at another web holes
Construction.
Connection of the form cage 11 of adjacent surface at plane turning in the template external member 1 are as follows: adjacent forms skeleton 11
It is bonded to each other at plane turning by form cage plate face, is fastenedly connected with the preexisting hole that connector 5 passes through joint place.
The template face 12 is positioned adjacent to the medial surface of building element cavity and is connected with fastener and the fastening of form cage 11
It connects.
The reinforcing bar integrated template system includes steel reinforcement cage 2, and steel reinforcement cage is independently set to keel template external member 1 and is surrounded
Building element cavity in, and reinforcement cage structure is adapted to the setting of corresponding building element, according to specification, usually setting cross section
For the steel reinforcement cage of rectangle, positioning bar is set at the length direction interval of steel reinforcement cage, positioning bar is in the fixed overhanging limit of cross-sectional direction
Position steel bar end, or setting fixture, limit the gap between steel reinforcement cage and template face and the position of steel reinforcement cage.Steel reinforcement cage 2 and keel
Template external member 1 is integrated for same building component is mating.
The keel form cage 11 of each side of keel template external member 1 passes through the Screw arbor with nut at both-ends set group 4 being spaced apart will be opposite
11 drawknot of keel form cage of two sides is secured, and Screw arbor with nut at both-ends set group 4 passes through steel reinforcement cage 2, is located by connecting with steel reinforcement cage 2.
The adjacent two sides lateral surface in the back two sides of bar, which is equipped with, with form cage 11 is also fixed with back bar, the back bar of sides adjacent
It intersects to projection contacts and is fixedly connected in infall by fastener.
The template face 12 and the rod piece edge of a wing 02 of medial surface of the form cage 11 in adjacent building member cavities are to fasten
Part is fastenedly connected, therefore for a kind of building element, the mating corresponding steel reinforcement cage 2 of integration and keel template external member 1, is all existed
Prefabrication is completed, and scene only need to lift and pour, therefore cost of labor is greatly reduced, and the duration shortens dramatically.Keel template set
Part 1 is removed after use, can be reused.
The production method of above-mentioned reinforcing bar integrated template system includes the steps that following sequences carry out:
The first step, the template bone according to needed for the template external member 1 of the design shape of building element and size export module
The parameter and inventory of reinforcing bar needed for frame 11, template face 12 and steel reinforcement cage 2, directly docking factory carry out standard modular processing.
Basis, column, wall, beam, plate building element be cuboid, directly can be according to the spacing of size and rod piece, due to above-mentioned
11 structural requirement of form cage obtains matched 11 specific structure of form cage, and then clearly obtains the length of each rod piece, template
Face size and the corresponding rebar sizes of steel reinforcement cage 2 and quantitative requirement can directly be processed the light steel of corresponding number by equipment
Keel rod piece, template face 12 and reinforcing bar.
Wherein, the template face 12 optimizes arrangement in raw material hair plates according to the size shape of setting, makes former material
Expect that the utilization rate of hair plates maximizes.It is available optimal to hair plates using hair plates size and required template face 12 and quantity
Mode is cut, maximizes and improves hair plates stock utilization.Entire production process can be convenient ground numerical control generation and output, precision
Height, consistency are good.
Lightgage steel joist rod piece and template face are produced with standardized structural, correspondence is bolted position and unifies prebored hole.
Reinforcing bar needed for steel reinforcement cage carries out quality testing after cutting, bending, straightening, and all components and finished product pass through streamlined quality inspection,
Quality is relatively live hand-made more guaranteed.
After whole process the factorial production, each part standard production, production component sum number amount understands, not only precision is greatly
It improves, also improves efficiency, reduce the artificial and duration, significantly reduce to material and artificial consumption.
Second step, factory to modular lightgage steel joist rod piece, template face 12 and the reinforcing bar for producing and processing according to
Purpose classification number is spelled after preparing the rod piece of reference numeral according to classification process and quantity by fastener correspondingly
It is connected into form cage 11, the template face 12 of reference numeral is spliced with form cage 11, the reinforcing bar of reference numeral is bound into steel
Muscle cage 2.
The bolt 3 of keel template 1 is spliced into corresponding types by building element point basis, column, beam, wall, plate by third step
Template external member 1, the positioning of corresponding steel reinforcement cage 2 are placed in the building element cavity of corresponding keel template external member 1, and with keel mould
Sleeve-board part 1 is relatively fixed, the template system external member for being integrally formed.
4th step, as embodiment, in the lateral surface and the horizontal fixed and arranged back cord system of form cage 11 of template external member 1
3 back bar passes through the back bar in 1 outside of template external member between 44 in the position location opposite direction of steel reinforcement cage to 44, with drawing screw rod set group 4
Gap forms template reinforcing bar after 1 two opposite outer of template external member is drawn screw rod 41 and be fastenedly connected with gasket 43 and the socket of nut 42
Integrated template system.
If used in the lateral surface of template external member 1 and the single back bar of the horizontal fixed and arranged back cord system 3 of form cage 11
Screw rod set group 4 is drawn to cross the back bar in 1 outside of template external member in contact in the position location opposite direction of steel reinforcement cage, in template external member 1
After two opposite outer is drawn screw rod 41 and be fastenedly connected so that fastener is fixed, template reinforcing bar integrated template system is formed.
Later, directly template reinforcing bar integrated template ready system products can be transported to scene, it can be with after corresponding lifting in place
It directly pours, template external member 1 is removed after building element curing molding, can reuse.
Claims (9)
1. a kind of reinforcing bar integrated template system, special for the cast in situs forming and supporting of concrete structure building element
Sign is: including by template external member (1) and steel reinforcement cage (2) directly assembled after prefabrication；The template external member (1) is by template
Skeleton (11) and the template face (12) supported by form cage fixation are described around preset building element cavity composition
Template face (12) makes the building element cavity surrounded that can pour closing；The form cage (11) is assembled by skeleton rod piece
Frame for stent plate face (12)；
The steel reinforcement cage (2) is set in the building element cavity that template external member (1) is surrounded, in being horizontally arranged at interval for steel reinforcement cage
There are both ends to be pierced by and be connected to the drawing screw rod set group (4) of form cage (11), steel reinforcement cage (2) is with template external member (1) for same
Building element is mating to be integrated.
2. reinforcing bar integrated template system according to claim 1, it is characterized in that: the template of template external member (1) each side
Back cord system (3) are provided on the outside of skeleton (11)；The back cord system (3) is equipped with single back bar or in pairs the back bar of back bar composition
To (44), the back bar or back bar of form cage (11) two opposite outer are arranged at an equal altitude (44), and the back bar is to (44) by a pair
Parallel and gap setting back bar composition.
3. reinforcing bar integrated template system according to claim 2, it is characterized in that: the Screw arbor with nut at both-ends set group (4) includes
Screw arbor with nut at both-ends (41), nut (42), gasket (43)；It crosses back bar or passes through a pair of of back bar pair in Screw arbor with nut at both-ends (41) both ends
(44) gap between, both ends pass through form cage (11) drawknot jail of nut (42) and gasket (43) by opposite sides respectively
Gu Screw arbor with nut at both-ends set group (4) passes through steel reinforcement cage (2), is located by connecting with steel reinforcement cage (2).
4. steel bar template integrated template system according to claim 1, it is characterized in that: phase in the template external member (1)
Connection of two form cages (11) of proximal surface at plane turning are as follows: adjacent forms skeleton (11) passes through template at plane turning
Skeleton plate face is bonded to each other, and is fastenedly connected with the preexisting hole that connector (5) pass through joint place.
5. reinforcing bar integrated template system according to claim 1, it is characterized in that: the template face (12) is positioned adjacent to
The medial surface of building element cavity is fastenedly connected with fastener and form cage (11).
6. reinforcing bar integrated template system according to claim 2, it is characterized in that: the rod piece of the form cage (11) is
Flitch, steel pipe, aluminum profile or lightgage steel joist rod piece, carrying on the back bar or back bar is square steel tube, round steel pipe to (44).
7. reinforcing bar integrated template system according to claim 2, it is characterized in that: being equipped with back bar with form cage (11)
The adjacent two sides lateral surface in two sides is also fixed with back bar, and the back bar extension of sides adjacent intersects and is fixedly connected.
8. a kind of production method of reinforcing bar integrated template system, it is characterized in that: including the steps that following sequences carry out:
The first step, the form cage according to needed for the template external member (1) of the design shape of building element and size export module
(11), the parameter and inventory of reinforcing bar and steel plate needed for template face (12) and steel reinforcement cage (2), directly docking factory carry out master die
Blockization processing；
Second step numbers the modular template face (12) for producing and processing and reinforcing bar according to purpose classification in factory, will
The template face (12) and keel form cage (11) of reference numeral are spliced, and corresponding reinforcing bar is bound at matched steel reinforcement cage (2)；
Connection is used in factory in form cage (11), template face (12) by building element point basis, column, beam, wall, plate by third step
Part (5) is spliced into the template external member (1) of corresponding types, and corresponding steel reinforcement cage (2) positioning is placed in building for corresponding template external member (1)
It builds in member cavities, and fixed with template external member (1)；
4th step, in factory or on-site assembly: in the lateral surface and form cage (11) of template external member (1) horizontal fixed and arranged back
The back bar or back bar of stupefied system (3) are crossed back bar in the position location opposite direction of steel reinforcement cage with drawing screw rod set group (4) or are worn to (44)
The back bar on the outside of template external member (1) is crossed to (44) gap, draws screw rod in template external member (1) two opposite outer with fastener is fixed
(41) and after being fastenedly connected template reinforcing bar integrated template system, is formed.
9. the production method of reinforcing bar integrated template system according to claim 8, it is characterized in that: in the first step, root
Plate peak use rate arrangement is discharged in plate raw material according to inventory size, plate raw material is cut under numerical control device
It cuts.
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