CN108222497A - A kind of building template system - Google Patents
A kind of building template system Download PDFInfo
- Publication number
- CN108222497A CN108222497A CN201810149658.7A CN201810149658A CN108222497A CN 108222497 A CN108222497 A CN 108222497A CN 201810149658 A CN201810149658 A CN 201810149658A CN 108222497 A CN108222497 A CN 108222497A
- Authority
- CN
- China
- Prior art keywords
- formwork
- keel
- internal corner
- plastic formwork
- plastic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009415 formwork Methods 0.000 claims abstract description 136
- 239000004033 plastic Substances 0.000 claims abstract description 105
- 229920003023 plastic Polymers 0.000 claims abstract description 105
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 3
- 239000002990 reinforced plastic Substances 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims 3
- 238000010276 construction Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 17
- 239000003381 stabilizer Substances 0.000 description 16
- 210000004907 gland Anatomy 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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- 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
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening 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
- E04G9/05—Forming boards or similar elements the form surface being of plastics
-
- 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
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of building template system, internal corner formwork include plastic formwork and internal corner component, and internal corner component is fixed in plastic formwork, and the corner outer wall of internal corner formwork is equipped with cover board;Keel are equipped between the plastic formwork of the adjacent column of the platform part, first support bar is equipped with below keel;It shelves and is fixed on the plastic formwork of rise part in the keel both ends;The plastic formwork includes side plate and bottom plate, and side plate is equipped with the matching hole being adapted with locking member;Compared with prior art, different effects is played by the component template for adding different in template so that the use of template has more diversification, while the design of keel and locking member causes overall structure to be convenient for assembly or disassembly, reduce the workload of operating personnel, so as to accelerate construction progress.
Description
Technical field
The invention belongs to concreting technical field, more particularly, to a kind of building template system.
Background technology
Building template is a kind of temporary supporting structure, is made by design requirement, makes concrete structure, component by defined
Position, geometric dimension forming, keep its correct position, and bear the external loads of building template dead weight and effect on it.Into
The purpose of row form work engineering is to ensure concrete engineering quality and construction safety, accelerate construction progress and reduce engineering cost.
The working architectural template structure of Cast-in-situ Concrete Structural Engineering, mainly by panel, support construction and connector three
Part forms.Panel is the force bearing plate for being in direct contact newly-laid concrete;Support construction is then supporting faceplate, concrete and construction lotus
The temporary structure of load, ensure architectural template structure combine securely, accomplish it is indeformable, do not destroy;Connector is by panel and branch
Support structure connects integral accessory.
Building template is the formwork and stent of concreting forming, can be divided into building template, building by the property of material
Wood glue plate, film coated plate, multi-layer board, two-sided re-glue, two-sided laminated construction formwork etc..Building template can be divided by construction technology condition
Cast in place concrete form, large form, rises to template etc. at pre-assembled template.
China Patent No. CN105239769A discloses a kind of building template, which is characterized in that including two side templates,
First fastener, beam bottom mother plate, the second fastener and box body, described two side templates are consolidated respectively by first fastener
Due to the opposite both sides of the beam bottom mother plate, the box body is located between described two side templates, and passes through described second
Fastener is fixed on one of them described side template.
This building template disclosed above passes through first fastener and the beam bottom respectively in two side templates
The sealed fixation of template, the box body pass through fixed described in second fastener and the side template so that disclosed above
Connection on this building template is complex, has aggravated the workload of operating personnel, while this building disclosed above
Template does not solve the problems, such as that inner corner trim exists, and there are some potential safety problemss.
Invention content
The present invention be in order to overcome it is above-mentioned in the prior art the defects of, provide a kind of safe and reliable, easy to operate, handling are just
Prompt building template system.
In order to reach object above, the technical solution adopted in the present invention is:A kind of building template system, including rise part
And platform part, rise part and platform part are made of several plastic formworks, several plastic formworks include flat die plate, internal corner formwork and
External angle formwork, detachable connection between the flat die plate, internal corner formwork and external angle formwork are led between the adj acent plastic template
Locking member connection is crossed, is fitted between adj acent plastic template;The internal corner formwork includes plastic formwork and internal corner component, inner corner trim group
Part is fixed in plastic formwork, and the corner outer wall of internal corner formwork is equipped with cover board;The plastics of the adjacent column of the platform part
Keel are equipped between template, first support bar is equipped with below keel;It shelves and is fixed on the plastics of rise part in the keel both ends
In template;The plastic formwork includes side plate and bottom plate, and side plate is equipped with the matching hole being adapted with locking member.
As a preferred embodiment of the present invention, the internal corner component is fixed on composition internal corner formwork in plastic formwork, and
Locking member is connected between internal corner component and plastic formwork.
As a preferred embodiment of the present invention, the internal corner component includes compressed part and sticking part, sticking part and inner corner trim
The inner wall of template fits, and offsets at the top of the inner wall of compressed part and internal corner formwork.
As a preferred embodiment of the present invention, the keel include the first keel bar, main joist and the second keel bar, the
One keel bar and the contact surface of the second keel bar and main joist are the inclined-plane being obliquely installed, the first keel bar and the second keel bar limit
Main joist processed moves down.
As a preferred embodiment of the present invention, the described one end of first keel bar far from main joist is equipped with the first connection
Portion, and the lower section of the first keel bar is equipped with the first supporting plate, first connecting portion and the first supporting plate while the plastic formwork with rise part
It offsets;Similarly the one end of the second keel bar far from main joist is equipped with second connecting portion, and the lower section of the second keel bar is equipped with second
Supporting plate, second connecting portion and the second supporting plate offset simultaneously with the plastic formwork of rise part.
As a preferred embodiment of the present invention, the first support bar includes head rod and the second connecting rod, the
Two connecting rods are placed in head rod, and threaded portion is equipped at the top of head rod, and threaded portion is externally provided with reinforcing member, and second
Connecting rod is equipped with the through-hole for positioning the second connecting rod.
As a preferred embodiment of the present invention, the plastic formwork outer wall of the rise part is equipped with reinforced plastic template
Dead ring, dead ring surround and are set on rise part outer wall, and the corner of dead ring is equipped with reinforcement assembly.
As a preferred embodiment of the present invention, I-shaped reinforcing rib, I-shaped reinforcing rib are equipped in the plastic formwork
Lower section is equipped with ellipse hole, and fastener and Quick Release branch fastener are equipped with below ellipse hole.
As a preferred embodiment of the present invention, the fastener includes fastener head, connecting rod, banking stop and handle, limit
Bit slice and locking head are located in connecting rod, and locking head is located at connecting rod one end, and handle is located at the connecting rod other end.
As a preferred embodiment of the present invention, stent, stent and the modern designs of plastics are equipped between the plastic formwork and ground
Plate is fixedly connected.
The beneficial effects of the invention are as follows:Compared with prior art, by adding different components in plastic formwork
Plastic formwork plays different effects so that the use of plastic formwork has more diversification, while the design of keel and locking member makes
Overall structure is obtained convenient for assembly or disassembly, the workload of operating personnel is reduced while quality is promoted, is applied so as to accelerate
Work process.
Description of the drawings
Fig. 1 is the structure diagram of the present invention;
Fig. 2 is the front view of the present invention;
Fig. 3 is the side view of the present invention;
Fig. 4 is the structure diagram of platform part;
Fig. 5 is platform part and the connection diagram of rise part;
Fig. 6 is the connection diagram of adjacent forms;
Fig. 7 is the structure diagram of template;
Fig. 8 is the structure diagram of cover board;
Fig. 9 is the structure diagram of internal corner formwork;
Figure 10 is the structure diagram of internal corner component;
Figure 11 is the connection diagram of keel and first support bar;
Figure 12 is the structure diagram of first support bar;
Figure 13 is the connection diagram of keel and template;
Figure 14 is the structure diagram of the first keel bar;
Figure 15 is the structure diagram of locking member;
Figure 16 is the structure diagram of fastener and Quick Release branch fastener;
Figure 17 is the structure diagram of fastener;
Figure 18 is the structure diagram of second support bar;
Figure 19 is the structure diagram of reinforcement assembly;
Reference numeral in figure:Rise part 1, platform part 2, plastic formwork 3, first support bar 4, second support bar 5, inner corner trim group
Part 6, locking member 7, Quick Release branch fastener 8, cover board 9, dead ring 1-1, fastener head 1-2, stent 1-3, connecting rod 1-4, Triangulum 1-5,
Keel 2-1, main joist 2-2, the first keel bar 2-3, the second keel bar 2-4, the first supporting plate 2-5, first connecting portion 2-6 strengthen
Muscle portion 2-7, locking-type plug 2-8, bottom plate 3-1, side plate 3-2, I-shaped reinforcing rib 3-3, matching hole 3-4, connecting hole 3-5, groove
3-6, through-hole 3-7, fastener 3-8, fastener bottom plate 3-9, be buckled 3-10, head rod 4-1, the second connecting rod 4-2, bearing
4-3, threaded portion 4-4, reinforcing member 4-5, hole 4-6, shaft 5-1, gland 5-2, sticking part 6-1, compressed part 6-2, pressing plate 6-3,
First stabilizer blade 6-4, the second stabilizer blade 6-5, raised 6-6, connecting rod 7-1, locking head 7-2, banking stop 7-3, handle 7-4 is buckled to part
9-1。
Specific embodiment
It elaborates below in conjunction with the accompanying drawings to the embodiment of the present invention.
As Figure 1-10 shows, a kind of building template system, including rise part 1 and platform part 2, rise part 1 and platform part 2 are equal
Be made of several plastic formworks 3, plastic formwork 3 include flat die plate, internal corner formwork and external angle formwork, flat die plate, internal corner formwork and
Detachable connection between external angle formwork is connected between adj acent plastic template 3, phase between adj acent plastic template 3 by locking member 7
Fitting;Internal corner component 6 is equipped in internal corner formwork, internal corner component 6 is fixed in plastic formwork 3, and the inner corner trim outer wall of internal corner formwork
It is equipped with cover board 9;Keel 2-1 is equipped between the plastic formwork 3 of the adjacent column of platform part 2, the first support is equipped with below keel 2-1
Bar 4;Keel 2-1 is shelved at both ends and is fixed on the plastic formwork 3 of rise part 1;Plastic formwork 3 includes side plate 3-2 and bottom plate 3-
1, side plate 3-2 are equipped with the matching hole 3-4 being adapted with locking member 7.
The building system of the present invention sets shape needed for concreting by the combined and spliced realization of plastic formwork 3
Meter, rise part 1 are used to pour the concrete contacted with ground, and platform part 2 is used to pour the concrete on required platform, adjacent modeling
It is connected between material template 3 by locking member 7, and the size all same of flat die plate, internal corner formwork and external angle formwork so that different
Cooperation between plastic formwork 3 is more convenient, is carried out by the component difference set in flat die plate, internal corner formwork and external angle formwork
Plastic formwork 3 is distinguished, this allows for not needing to excessively consider in the processing success of plastic formwork 3 so that plastic formwork 3
More diversification, the plastic formwork 3 of platform part 2 is directly held on the plastic formwork 3 of rise part 1, and the modern designs of plastics of platform part 2
It is fixedly connected between plate 3 and the plastic formwork 3 of rise part 1 by locking member 7, so that the assembling of platform part 2 is more convenient,
The dismounting of platform part 2 is also more convenient simultaneously.
Internal corner formwork includes plastic formwork 3 and internal corner component 6, and internal corner component 6 is fixed and plastic formwork 3, and internal corner component 6
It is connect between plastic formwork 3 by locking member 7, internal corner component 6 is fixed on composition internal corner formwork in plastic foil version 3.
Plastic formwork 3 includes bottom plate 3-1 and side plate 3-2, is equipped with internal corner component 6 in internal corner formwork, internal corner formwork is rectangle
Structure, and bottom plate 3-1 is also rectangular configuration, on the edge of the vertical fixations of side plate 3-2 and bottom plate 3-1, and bottom plate 3-1 and side plate 3-
2 are integrally formed so that plastic formwork 3 has better intensity;Simultaneously I-shaped reinforcing rib 3-3, work are equipped in plastic formwork 3
At the center of short side that font reinforcing rib 3-3 both ends are connected to plastic formwork 3, I-shaped reinforcing rib 3-3 also with bottom plate 3-1 and side
Plate 3-2 is integrally formed, and I-shaped reinforcing rib 3-3 more stablizes, and I-shaped reinforcing rib 3-3 and the modern designs of plastics in plastic formwork 3
The long side of plate 3 is arranged in parallel, and I-shaped reinforcing rib 3-3 is equipped with through-hole 3-7, and through-hole 3-7 is located at the two of I-shaped reinforcing rib 3-3
End, side plate 3-2 are equipped with matching hole 3-4 and connecting hole 3-5, and for being connected with locking member 7, connecting hole 3-5 is used matching hole 3-4
It is connected in cover board 9, cover board 9 is equipped with back-off part 9-1, and the fixation of cover board 9 and connecting hole 3-5 is realized by being buckled to part 9-1
Connection, I-shaped reinforcing rib 3-3 mainly enhance bending resistance and improving stability effect.
Internal corner component 6 is fixed on the inner corner trim inner wall of internal corner formwork, and locking is connected between internal corner component 6 and internal corner formwork
Part 7, internal corner component 6 include compressed part 6-2 and sticking part 6-1, and the inner wall of sticking part 6-1 and internal corner formwork fits, compressed part
It offsets at the top of the inner wall of 6-2 and internal corner formwork, 6 quantity of internal corner component in internal corner formwork is more actually needed and is designed, more
More internal corner components 6 are so that internal corner formwork has better intensity.
Internal corner component 6 includes sticking part 6-1 and compressed part 6-2, and sticking part 6-1 includes the first stabilizer blade 6-4 and the second stabilizer blade
6-5, the first stabilizer blade 6-4 and the second stabilizer blade 6-5 bottoms offset with plastic formwork 3, and the first stabilizer blade 6-4 and the second stabilizer blade 6-5
Side and the side plate 3-2 inner walls of plastic formwork 3 fit, opposite side and the locking member 7 of the first stabilizer blade 6-4 and the second stabilizer blade 6-5
It offsets.
Internal corner component 6 is in " door " font, and sticking part 6-1 is located at the lower section of compressed part 6-2, sticking part 6-1 and compressed part 6-2
Equal length, the width of compressed part 6-2 is more than the width of sticking part 6-1,3 locking members is connected on an internal corner component 6
7,3 locking members 7 are respectively positioned on sticking part 6-1, and 3 locking members 7 are located along the same line, while the direction of 3 locking members 7
It is identical;Sticking part 6-1 is symmetrical arranged including the first stabilizer blade 6-4 and the second stabilizer blade 6-5, the first stabilizer blade 6-4 and the second stabilizer blade 6-5,
Compressed part 6-2 is equipped with down-set raised 6-6, and the side plate 3-2 tops of plastic formwork 3 are equipped with and raised 6-6 sizes phase
The groove 3-6 of adaptation.
Sticking part 6-1 is integrally formed with compressed part 6-2, better so as to have between sticking part 6-1 and compressed part 6-2
Intensity, so as to which internal corner component 6 has better intensity, while sticking part 6-1 and compressed part 6-2 does not influence to be bonded equipped with multiple
Portion 6-1 and the integrally-built grooves of compressed part 6-2, for mitigating the overall weight of sticking part 6-1 and compressed part 6-2, so as to subtract
The production material requested of few sticking part 6-1 and compressed part 6-2, in the entirety for not influencing the use of internal corner component 6 and internal corner component 6
While structure, the generation cost of internal corner component 6 has been saved, while has mitigated the weight of internal corner component 6, but also plastic formwork 3
By the smaller pressure for coming from internal corner component 6, influenced so as to reduce plastic formwork 3 by external force.
As illustrated in figs. 11-14, keel 2-1 includes the first keel bar 2-3, main joist 2-2 and the second keel bar 2-4, and first
The contact surface of keel bar 2-3 and the second keel bar 2-4 and main joist 2-2 are the inclined-plane being obliquely installed, the first keel bar 2-3 and the
Two keel bar 2-4 limitation main joist 2-2's moves down.
The contact surface of first keel bar 2-3 and the second keel bar 2-4 and main joist 2-2 limitation main joist 2-2 are moved down,
It is moved up, while pass through between the first keel bar 2-3 and the second keel bar 2-4 and main joist 2-2 without limiting main joist 2-2
Locking member 7 connects, can be by moving up main joist 2-2 when locking member 7 is unloaded so that main joist 2-2 and the first keel
Beam 2-3 and the second keel bar 2-4 separation, consequently facilitating the dismounting of keel 2-1.
First one end of keel bar 2-3 far from main joist 2-2 is equipped with first connecting portion 2-6, and under the first keel bar 2-3
Side is equipped with the first supporting plate 2-5, first connecting portion 2-6 and the first supporting plate 2-5 and offsets simultaneously with the plastic formwork 3 of rise part 1;Similarly
Second one end of keel bar 2-4 far from main joist is equipped with second connecting portion, and the lower section of the second keel bar 2-4 is equipped with the second support
Plate, second connecting portion and the second supporting plate offset simultaneously with the plastic formwork 3 of rise part 1.
First keel bar 2-3 and the second keel bar 2-4 is connected by connecting portion with the plastic formwork 3 of rise part 1, main simultaneously
First support bar 4 is connected with below keel 2-2, keel 2-1 realizes positioning in plastic formwork 3 under the action of first support bar 4,
The first keel bar 2-3 and the second keel bar 2-4 is in the connection of plastic formwork 3 through the first keel bar 2-3 and second simultaneously
Locking-type plug 2-8 on keel bar 2-4 is attached so that the integral disassembly, assembly of keel 2 is more convenient, the first keel bar 2-3 and
Second keel bar 2-4, which is equipped with, strengthens muscle portion 2-7 so that the first keel bar 2-3 and the second keel bar 2-4 has preferably securely
Degree.
As shown in figures 15-19, fastener 7 includes fastener head 7-2, connecting rod 7-1, banking stop 7-3 and handle 7-4, limiting
Piece 7-3 and locking head 7-2 is located on connecting rod 7-1, and locking head 7-2 is located at connecting rod 7-1 one end, and handle 7-4 is located at connection
The bar other end.
Banking stop 7-3 and locking head 7-2 is located on connecting rod 7-1, and locking head 7-2 is located at the top of connecting rod 7-1, locking
Head 7-2 is strip, and locking head 7-2 connect with connecting rod 7-1 to be formed one it is T-shaped, the length of locking head 7-2, which is more than, to be connected
The width of bar 7-1;Connecting rod 7-1 one end connects locking head 7-2, and the other end connection handle 7-4, banking stop 7-3 are located at connecting rod
Between 7-1 and handle 7-4, and banking stop 7-3 and locking head 7-2 is arranged in parallel, handle 7-4 be regular hexagon, people easy to operation
Member rotates locking member 7 with hand.
First support bar 4 is placed in the first company including head rod 4-1 and the second connecting rod 4-2, the second connecting rod 4-2
In extension bar 4-1, and threaded portion 4-4 is equipped at the top of head rod 4-1, threaded portion 4-4 is externally provided with reinforcing member 4-5, the second connection
Bar 4-2 is equipped with the hole 4-6 for positioning the second connecting rod 4-2.
The length of first support bar 4 can be adjusted by head rod 4-1 and the second connecting rod 4-2, by by
Two connecting rod 4-2 stretch to head rod 4-1 to adjust the length of first support bar 4, by reinforcing member 4-5 tighten and
Fastener is set to realize being fixedly connected for head rod 4-1 and the second connecting rod 4-2 at the hole 4-6 of second connecting rod 4-2.
3 outer wall of plastic formwork of rise part 1 is equipped with the dead ring 1-1 of reinforced plastic template 3, and dead ring 1-1 surround and sets
It is placed on 1 outer wall of rise part, and the corner of dead ring 1-1 is equipped with reinforcement assembly, reinforcement assembly includes connecting rod 1-4 and Triangulum
1-5, Triangulum 1-5 are threadedly connected on connecting rod 1-4, and Triangulum 1-5 is used for and the plastic formwork 3 of corner offsets, and passes through
Nut will be screwed on the outside of Triangulum 1-5 to realize being bonded for Triangulum 1-5 and plastic formwork 3, so as to fulfill reinforcement assembly to tight
Gu the reinforcing of ring 1-1.
Second support bar 5 is used to fix the plastic formwork 3 of rise part 1, and second support bar 5 includes shaft 5-1 and fixation
Head 5-2, gland 5-2 with dead ring 1-1 for being fixedly connected, and shaft 5-1 is connected with ground so that the template 2 of rise part 1 exists
There is better stability under the action of second support bar 5.
I-shaped reinforcing rib 3-3 is equipped in plastic formwork 3, ellipse hole 3-7 is equipped with below I-shaped reinforcing rib 3-3,
Fastener 3-8 and Quick Release branch fastener 8 are equipped with below ellipse hole 3-7, fastener 3-8 includes fastener bottom plate 3-9 and buckle
3-10, fastener bottom plate 3-9 are concordant with the bottom plate 3-1 of plastic formwork 3, by the connection of be buckled 3-10 and plastic formwork 3, realize
Fastener 3-8 is fixedly connected with plastic formwork 3, and Quick Release branch fastener 8 is located at the lower section of fastener 3-8, and card is torn branch fastener 8 open and is used for
It is connected with first support bar 4 or second support bar 5, for playing certain supporting role to plastic formwork 3.
Stent 1-3 is equipped between plastic formwork 3 and ground, stent 1-3 is fixedly connected with plastic formwork 3, due to the modern designs of plastics
The size of plate 3 is is relatively fixed, when the concrete to different height pours, can generate plastic formwork 3 and ground it
Between there are different height gap, it is at this moment more steady with the connection on ground by various sizes of stent 1-3 plastic formworks 3
Gu the so that it is guaranteed that construction speed of concreting.
At the back side of plastic formwork 3 contacted with concrete due to there is the presence of through-hole 3-7, fastener 3-8 is designed with, is made
Obtaining the bottom surface of plastic formwork 3 becomes the plane of a sealing, meets the needs of concreting.
In actual use, the external structure all same of flat die plate, internal corner formwork and external angle formwork, by plastics
Different workpiece is added in template 3, so that plastic formwork 3 becomes required internal corner formwork or other templates, this just makes
The processing for obtaining plastic formwork 3 is more convenient, and the transformation of plastic formwork 3 has more diversification, while this plastic formwork 3 is convenient for assembling
And dismounting, plastic formwork 3 do not have locking member between keel 2-1 and plastic formwork 3, pass through keel in the connection with keel 2-1
The effect of the gravity of 2-1 itself and locking-type plug 5-2, which are realized, to be fixed, so as to whole device in assembly or disassembly more just
It is prompt.
The foregoing description of the disclosed embodiments enables professional and technical personnel in the field to realize or use the present invention.
A variety of modifications of these embodiments will be apparent for those skilled in the art, it is as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention;Therefore, it is of the invention
The embodiments shown herein is not intended to be limited to, and is to fit to and the principles and novel features disclosed herein phase one
The most wide range caused.
Although reference numeral in figure is used more herein:Rise part 1, platform part 2, plastic formwork 3, first support bar
4, second support bar 5, internal corner component 6, locking member 7, Quick Release branch fastener 8, cover board 9, dead ring 1-1, fastener head 1-2, stent 1-
3, connecting rod 1-4, Triangulum 1-5, keel 2-1, main joist 2-2, the first keel bar 2-3, the second keel bar 2-4, the first supporting plate 2-
5, first connecting portion 2-6 strengthen muscle portion 2-7, locking-type plug 2-8, bottom plate 3-1, side plate 3-2, I-shaped reinforcing rib 3-3, cooperation
Hole 3-4, connecting hole 3-5, groove 3-6, through-hole 3-7, fastener 3-8, fastener bottom plate 3-9, be buckled 3-10, head rod 4-
1, the second connecting rod 4-2, bearing 4-3, threaded portion 4-4, reinforcing member 4-5, hole 4-6, shaft 5-1, gland 5-2, sticking part 6-
1, compressed part 6-2, pressing plate 6-3, the first stabilizer blade 6-4, the second stabilizer blade 6-5, raised 6-6, connecting rod 7-1, locking head 7-2, limiting
The terms such as piece 7-3, handle 7-4, back-off part 9-1, but it does not preclude the possibility of using other terms;Using these terms only
It is the essence in order to more easily describe and explain the present invention;Being construed as any one of the additional limitations is all and this hair
What bright spirit was disagreed.
Claims (10)
1. a kind of building template system, including rise part (1) and platform part (2), rise part (1) and platform part (2) are by several
Plastic formwork (3) forms, and the plastic formwork (3) of platform part (2) is directly held on the plastic formwork (3) of rise part (1), several
Plastic formwork (3) includes flat die plate, internal corner formwork (6) and external angle formwork, between the flat die plate, internal corner formwork and external angle formwork
Detachable connection, which is characterized in that connected between the adj acent plastic template (3) by locking member (7), adj acent plastic template
(3) it fits between;The internal corner formwork includes plastic formwork (3) and internal corner component (6), and internal corner component (6) is fixed on plastics
In template (3), and the corner outer wall of internal corner formwork is equipped with cover board (9);The plastic formwork of the adjacent column of the platform part (2)
(3) keel (2-1) are equipped between, first support bar (4) is equipped with below keel (2-1);It shelves and consolidates in keel (2-1) both ends
Due on the plastic formwork (3) of rise part (1);The plastic formwork (3) includes side plate (3-2) and bottom plate (3-1), side plate (3-
2) it is equipped with the matching hole (3-4) being adapted with locking member (7).
2. a kind of building template system according to claim 1, which is characterized in that the internal corner component (6) is fixed on modeling
Expect composition internal corner formwork in template (3), and locking member (7) is connected between internal corner component (6) and plastic formwork (3).
3. a kind of building template system according to claim 2, which is characterized in that the internal corner component (6) is including compressing
Portion (6-2) and sticking part (6-1), sticking part (6-1) and the inner wall of internal corner formwork fit, compressed part (6-2) and internal corner formwork
Inner wall at the top of offset.
4. a kind of building template system according to claim 1, which is characterized in that the keel (2-1) include the first dragon
Bone beam (2-3), main joist (2-2) and the second keel bar (2-4), the first keel bar (2-3) and the second keel bar (2-4) and main dragon
The contact surface of bone (2-2) is the inclined-plane being obliquely installed, the first keel bar (2-3) and the second keel bar (2-4) limitation main joist (2-
2) move down.
5. a kind of building template system according to claim 4, which is characterized in that first keel bar (2-3) is separate
One end of main joist (2-2) is equipped with first connecting portion (2-6), and the lower section of the first keel bar (2-3) is equipped with the first supporting plate (2-
5) it, first connecting portion (2-6) and the first supporting plate (2-7) while offsets with the plastic formwork (3) of rise part (1);Similarly the second dragon
The one end of bone beam (2-4) far from main joist is equipped with second connecting portion, and the lower section of the second keel bar (2-4) is equipped with the second supporting plate,
Second connecting portion and the second supporting plate offset simultaneously with the plastic formwork (3) of rise part (1).
6. a kind of building template system according to claim 1, which is characterized in that the first support bar (4) includes
One connecting rod (4-1) and the second connecting rod (4-2), the second connecting rod (4-2) are placed in head rod (4-1), and first
Threaded portion (4-4) is equipped at the top of connecting rod (4-1), threaded portion (4-4) is externally provided with reinforcing member (4-5), in the second connecting rod (4-2)
Equipped with the hole (4-6) for the second connecting rod of positioning (4-2).
A kind of 7. building template system according to claim 1, which is characterized in that the plastic formwork of the rise part (1)
(3) outer wall is equipped with the dead ring (1-1) of reinforced plastic template (3), and dead ring (1-1) surround and is set to rise part (1) outer wall
On, and the corner of dead ring (1-1) is equipped with reinforcement assembly.
8. a kind of building template system according to claim 7, which is characterized in that branch is equipped in the plastic formwork (3)
Beam (3-3) is supportted, ellipse hole (3-7) is equipped with below supporting beam (3-3), fastener (3- is equipped with below ellipse hole (3-7)
And Quick Release branch fastener (8) 8).
9. a kind of building template system according to claim 1, which is characterized in that the fastener (7) is including fastener head
(7-2), connecting rod (7-1), banking stop (7-3) and handle (7-4), banking stop (7-3) and locking head (7-2) are positioned at connecting rod
On (7-1), and locking head (7-2), positioned at connecting rod (7-1) one end, handle (7-4) is positioned at the connecting rod other end.
10. a kind of building template system according to claim 8, which is characterized in that the plastic formwork (3) and ground it
Between be equipped with stent (1-3), stent (1-3) is fixedly connected with plastic formwork (3).
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CN201810149658.7A CN108222497B (en) | 2018-02-13 | 2018-02-13 | Building template system |
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CN201810149658.7A CN108222497B (en) | 2018-02-13 | 2018-02-13 | Building template system |
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CN108222497B CN108222497B (en) | 2024-01-19 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113585720A (en) * | 2021-08-20 | 2021-11-02 | 佛山旭达建材科技有限公司 | Aluminum alloy building templates that can assemble fast |
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CN202299400U (en) * | 2011-08-11 | 2012-07-04 | 聂云龙 | Plastic combined type template for building construction |
CN103276891A (en) * | 2013-06-08 | 2013-09-04 | 广东台澳特种铝材有限公司 | Aluminum template system for building |
US20140263941A1 (en) * | 2012-03-19 | 2014-09-18 | Jianhua Zhang | Early-removal formwork system for concreting of constructions comprising beams, plates and columns |
CN104264982A (en) * | 2014-10-09 | 2015-01-07 | 深圳汇林达科技有限公司 | Assembled early-detached building template system and setup method thereof |
CN204590602U (en) * | 2015-04-13 | 2015-08-26 | 河北润林新材料科技有限公司 | A kind of inner corner trim stopping means |
CN208310178U (en) * | 2018-02-13 | 2019-01-01 | 郑贤斌 | A kind of building template system |
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2018
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CN202299400U (en) * | 2011-08-11 | 2012-07-04 | 聂云龙 | Plastic combined type template for building construction |
US20140263941A1 (en) * | 2012-03-19 | 2014-09-18 | Jianhua Zhang | Early-removal formwork system for concreting of constructions comprising beams, plates and columns |
CN103276891A (en) * | 2013-06-08 | 2013-09-04 | 广东台澳特种铝材有限公司 | Aluminum template system for building |
CN104264982A (en) * | 2014-10-09 | 2015-01-07 | 深圳汇林达科技有限公司 | Assembled early-detached building template system and setup method thereof |
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CN113585720A (en) * | 2021-08-20 | 2021-11-02 | 佛山旭达建材科技有限公司 | Aluminum alloy building templates that can assemble fast |
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