CN106801510A - Plastic formwork early removing system - Google Patents
Plastic formwork early removing system Download PDFInfo
- Publication number
- CN106801510A CN106801510A CN201710183332.1A CN201710183332A CN106801510A CN 106801510 A CN106801510 A CN 106801510A CN 201710183332 A CN201710183332 A CN 201710183332A CN 106801510 A CN106801510 A CN 106801510A
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- China
- Prior art keywords
- plastic formwork
- component
- early
- lifting
- back cord
- 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.)
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- 238000009415 formwork Methods 0.000 title claims abstract description 153
- 229920003023 plastic Polymers 0.000 title claims abstract description 147
- 239000004033 plastic Substances 0.000 title claims abstract description 147
- 230000003014 reinforcing effect Effects 0.000 claims description 37
- 230000002787 reinforcement Effects 0.000 claims description 30
- 230000003028 elevating effect Effects 0.000 claims description 25
- 230000007246 mechanism Effects 0.000 claims description 24
- 238000009434 installation Methods 0.000 claims description 19
- 230000000694 effects Effects 0.000 description 12
- 239000000463 material Substances 0.000 description 6
- 230000033001 locomotion Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009527 percussion Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- 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
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
-
- 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
- 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
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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
The invention discloses a kind of plastic formwork early removing system, horizontal plastic formwork component, at least one independent support bar including vertical plastic formwork component and vertical plastic formwork component connection and with independent one-to-one at least one early dismantling head of support bar, the early dismantling head is arranged on the top of the independent support bar, the early dismantling head withstands the support horizontal plastic formwork component, and the early dismantling head is connected with the horizontal plastic formwork component.The plastic formwork early removing system, on the one hand, use plastic formwork early removing system, energy-conserving and environment-protective, lighter in weight, escapable cost;On the other hand, early dismantling head can not only play a part of to withstand support, can also enable that independent support bar, early dismantling head and horizontal plastic formwork component are connected as one, and then cause that whole early removing system is connected as one, whole plastic formwork early removing system structural strength is good, and stability of strutting system is higher.
Description
Technical field
The present invention relates to construction equipment field, more particularly to a kind of plastic formwork early removing system.
Background technology
Early-dismantling formwork system be in order to realize early stage remove slab form a kind of formwork system, its have saving template,
The artificial, advantage such as reduce investment outlay, speed up the work is saved, the application in construction is more and more extensive.Traditional, early tear open
The template that system is used is aluminum alloy mould plate, aluminium frame Wood-plastic formwork or steel form, and its hardened system is more perfect, strength of parts
Height, but weight is big, and mobile installation needs hoisting machinery handling, high cost.As new type formwork gradually rises, plastic formwork is with it
The advantages such as environmental protection and energy saving, the against corrosion, lighter in weight of waterproof and turn into the new lover of building trade.But, conventional plastic template matter in itself
Amount is relatively light, and rigidity is poor, and concrete template deformation problem in casting process, the knot of early removing system are likely to occur after installation
Structure intensity, stability of strutting system need further raising.
The content of the invention
Based on this, it is necessary to provide a kind of plastic formwork early removing system, its lighter in weight, cost are relatively low, and structural strength
Preferably, stability of strutting system is higher.
Its technical scheme is as follows:
A kind of plastic formwork early removing system, including vertical plastic formwork component and the vertical plastic formwork component connection
Horizontal plastic formwork component, at least one independent support bar and one-to-one with the independent support bar at least one early
Tear head open, the early dismantling head is arranged on the top of the independent support bar, and the early dismantling head withstands the support horizontal plastic formwork
Component, and the early dismantling head is connected with the horizontal plastic formwork component.
Wherein in one embodiment, the early dismantling head includes support cylinder, shears and for lifting the lifting
The elevating mechanism of bracket, on the support cylinder, one end of the support cylinder is provided with roof supporting to the elevating mechanism,
The other end of the support cylinder is arranged on the top of the independent support bar, and the shears includes supporting plate and sets respectively
In the connecting lateral plate of the supporting plate both sides, the supporting plate is provided with mounting hole, and the supporting plate is set in institute at the mounting hole
The outside of support cylinder is stated, the connecting lateral plate is provided with template connecting hole.
Wherein in one embodiment, the elevating mechanism includes lifting earrings and guide shaft fixing unit, and the guiding is fixed
Part is arranged on the support cylinder, and the lifting earrings is set in the outside of the support cylinder, and the lifting earrings is located at
The shears away from the roof supporting side, the lifting earrings be provided with vertically direction lifting chute and
Fixed chute in the horizontal direction, the fixed chute connect with the lower end of the lifting chute, it is described lift earrings can be
Moved along the guide shaft fixing unit at fixed chute or lifting chute.
Wherein in one embodiment, the early dismantling head includes early tearing jacking, shears open and for lifting the lifting
The elevating mechanism of bracket, the elevating mechanism is arranged on the independent support bar, and the shears is provided with mounting hole, institute
The mounting hole for stating shears is set in the outside of the independent support bar, and the morning tears jacking open includes mounting post, the installation
One end of post is arranged on the top of the independent support bar, and the other end of the mounting post is provided with roof supporting, the branch support
Plate is respectively provided on two sides with connecting lateral plate, the connecting lateral plate be located at the mounting post where side, on the connecting lateral plate
It is provided with template connecting hole.
Wherein in one embodiment, the elevating mechanism includes lifting earrings and guide shaft fixing unit, and the guiding is fixed
Part is arranged on the independent support bar, and the lifting earrings is set in the outside of the independent support bar, the lifting earrings
Positioned at the shears away from the roof supporting side, the lifting earrings is provided with the lifting chute in vertically direction
And fixed chute in the horizontal direction, the fixed chute is connected with the lower end of the lifting chute, described to lift earrings energy
It is enough to be moved along the guide shaft fixing unit at fixed chute or lifting chute.
Wherein in one embodiment, the plastic formwork early removing system also includes at least one floor back cord, the building
Backboard is stupefied to be installed between the shears and the horizontal plastic formwork component, and the floor back cord is moulded near the level
Expect that the side of template assembly is provided with inserted sheet, set with the plastic formwork of the inserted sheet corresponding position in the horizontal plastic formwork component
There is the slot matched with the inserted sheet.
Wherein in one embodiment, the plastic formwork early removing system also includes at least one wall back cord and at least one
Group reinforcement assembly, the wall back cord is set around the vertical plastic formwork component in the horizontal direction, at least one wall back of the body
Stupefied vertically direction interval setting, the reinforcement assembly is connected with the vertical plastic formwork component, and the reinforcement assembly is used for
Wall back cord described in bracing reinforcement is resisting lateral pressure.
Wherein in one embodiment, the vertical plastic formwork component include internal model board component and with the inner template
The relative external mold board component of component,
The reinforcement assembly includes Screw arbor with nut at both-ends, two fixing nuts for being separately mounted to the Screw arbor with nut at both-ends two ends
And two reinforcing fasteners, the reinforcing fastener is in " Z " type, and the reinforcing fastener is including the middle body of rod, located at the intermediate bar
The first corner body of rod of body one end and the second corner body of rod located at the middle body of rod other end, set on the middle body of rod
There is the installation through-hole through its two ends, the Screw arbor with nut at both-ends passes through the internal model board component and external mold board component;
One fastener of reinforcing is used to be arranged at the wall back cord on the outside of external mold board component, the installation of the reinforcing fastener
Through one end of the Screw arbor with nut at both-ends, the middle body of rod of the reinforcing fastener supports the downside for setting wall back cord, the first angle pole to through hole
Body supports the outside for setting wall back cord, and the second corner body of rod is supported and sets the external mold board component;
Another described fastener of reinforcing is used to be arranged at the wall back cord on the outside of internal model board component, the peace of the reinforcing fastener
, through the other end of the Screw arbor with nut at both-ends, the middle body of rod of the reinforcing fastener is to the downside for setting wall back cord, first turn for dress through hole
Angular pole body supports the outside for setting wall back cord, and the second corner body of rod is supported and sets the internal model board component;
Be locked at the reinforcing fastener of respective side on the Screw arbor with nut at both-ends by the fixing nut of respective side.
Wherein in one embodiment, the plastic formwork early removing system also includes outer beam adjuster, the vertical plastics
Template assembly includes being formed for pouring into a mould the first vertical formwork component of vertical outer beam and forms the of vertical wall column for cast
Two vertical formwork components, the first vertical formwork component include the first internal model board component and with the first internal model board component
The first relative external mold board component, the outer beam adjuster is located at the outside of the first external mold board component.
Wherein in one embodiment, the plastic formwork early removing system also includes diagonal brace component, and the wall back cord is
Many, the diagonal brace component include the first hound and the second hound, the first end of first hound with wherein one
Wall back cord is connected, and the first end of second hound is connected with wherein another wall back cord, second hound
First end vertically direction height higher than first hound first end, the second end of second hound with it is described
Second end of the first hound is used to be connected with ground together.
It is appreciated that term " first ", " second " used in it etc. is used to distinguish object herein, but these are right
As should not be limited by these terms.
The beneficial effects of the present invention are:
The plastic formwork early removing system, vertical plastic formwork component can form the template body for pouring into a mould vertical wall
System, horizontal plastic formwork component can form the template system for pouring into a mould horizontal wall, and early dismantling head coordinates with independent support bar
Play a part of vertical power transmission support, early dismantling head can withstand support level plastic formwork component, and early dismantling head can also be with water
Flat plastic formwork component connection, stability of strutting system is higher.The plastic formwork early removing system, on the one hand, use plastic formwork morning
Tear system, energy-conserving and environment-protective, lighter in weight, escapable cost open;On the other hand, early dismantling head can not only play the work for withstanding support
With, additionally it is possible to such that independent support bar, early dismantling head and horizontal plastic formwork component are connected as one, and then cause whole
Early removing system is connected as one, and whole plastic formwork early removing system structural strength is good, and stability of strutting system is higher.
Brief description of the drawings
Fig. 1 is the structural representation one of the plastic formwork early removing system described in the embodiment of the present invention one;
Fig. 2 is the structural representation two of the plastic formwork early removing system described in the embodiment of the present invention one;
Fig. 3 is the mounting structure schematic diagram of the early dismantling head described in the embodiment of the present invention one;
Fig. 4 is the structural representation of the early dismantling head described in the embodiment of the present invention one;
Fig. 5 is the structural representation of the lifting earrings described in the embodiment of the present invention one;
Fig. 6 is the mounting structure schematic diagram of the reinforcement assembly described in the embodiment of the present invention one;
Fig. 7 is the structural representation of the reinforcing fastener described in the embodiment of the present invention one;
Fig. 8 is the structural representation one of the plastic formwork early removing system described in the embodiment of the present invention two;
Fig. 9 is the structural representation two of the plastic formwork early removing system described in the embodiment of the present invention two;
Figure 10 is the mounting structure schematic diagram one of the early dismantling head described in the embodiment of the present invention two;
Figure 11 is the mounting structure schematic diagram two of the early dismantling head described in the embodiment of the present invention two;
Figure 12 is the structural representation of the early dismantling head described in the embodiment of the present invention two;
Figure 13 tears the structural representation of jacking open for the morning described in the embodiment of the present invention two;
Figure 14 is the structural representation of the floor back cord described in the embodiment of the present invention two.
Description of reference numerals:
100th, vertical plastic formwork component, 110, internal model board component, 120, external mold board component, the 130, first vertical formwork group
Part, the 140, second vertical formwork component, 200, horizontal plastic formwork component, the 210, first plastic formwork, 220, plastic formwork,
230th, the second plastic formwork, 300, independent support bar, 400, early dismantling head, 410, support cylinder, 420, shears, 422, support
Plate, 424,466, connecting lateral plate, 4242,4662, template connecting hole, 426, supporting plate sleeve, 428, reinforcement position, 430, lift
Structure, 432, lifting earrings, 4322, lifting chute, 4324, fixed chute, 4326, jacking sleeve, 4328, tap auricle, 434,
Guide shaft fixing unit, 440,464, roof supporting, 450, adjusting nut, 460, it is early tear jacking open, 462, mounting post, 500, the wall back of the body
It is stupefied, 600, reinforcement assembly, 610, Screw arbor with nut at both-ends, 620, fixing nut, 630, reinforce fastener, 632, the middle body of rod, 6322, install
Through hole, 634, the first corner body of rod, 636, the second corner body of rod, 640, sleeve pipe, 700, outer beam adjuster, 800, diagonal brace component,
810th, the first hound, the 820, second hound, 900, material transfer mouthful, 1000, floor back cord, 1010, inserted sheet, 1100, template connects
Fitting.
Specific embodiment
For the ease of understanding the present invention, the present invention is described more fully below with reference to relevant drawings.In accompanying drawing
Give better embodiment of the invention.But, the present invention can be realized in many different forms, however it is not limited to herein
Described implementation method.On the contrary, the purpose for providing these implementation methods is to make to understand more the disclosure
Plus it is thorough comprehensive.
It should be noted that when element is referred to as " being fixed on " another element, it can directly on another element
Or can also there is element placed in the middle.When an element is considered as " connection " another element, it can be directly connected to
To another element or may be simultaneously present centering elements.Conversely, when element be referred to as " directly existing " another element " on " when,
In the absence of intermediary element.Term as used herein " vertical ", " level ", "left", "right" and similar statement are
For illustrative purposes, it is unique implementation method to be not offered as.
Unless otherwise defined, all of technologies and scientific terms used here by the article with belong to technical field of the invention
The implication that technical staff is generally understood that is identical.The term for being used in the description of the invention herein is intended merely to description tool
The purpose of the implementation method of body, it is not intended that in the limitation present invention.Term as used herein " and/or " include one or more
The arbitrary and all of combination of related Listed Items.
Embodiment one
As shown in Figure 1 and Figure 2, a kind of plastic formwork early removing system, including vertical plastic formwork component 100 and described vertical
Plastic formwork component 100 connection horizontal plastic formwork component 200, at least one independent support bar 300 and with the independence
One-to-one at least one early dismantling head 400 of support bar 300.The early dismantling head 400 is arranged on the top of the independent support bar 300
Portion.The early dismantling head 400 withstands the support horizontal plastic formwork component 200, and the early dismantling head 400 and the horizontal plastics
Template assembly 200 is connected.
The plastic formwork early removing system, vertical plastic formwork component 100 can form the mould for pouring into a mould vertical wall
Plate body system, horizontal plastic formwork component 200 can form the template system for pouring into a mould horizontal wall, early dismantling head 400 and independence
Vertical power transmission support is played a part of in the cooperation of support bar 300, and early dismantling head 400 can withstand support level plastic formwork component 200,
And early dismantling head 400 can also be connected with horizontal plastic formwork component 200, stability of strutting system is higher.The plastic formwork early tears body open
System, on the one hand, use plastic formwork early removing system, energy-conserving and environment-protective, lighter in weight, escapable cost;On the other hand, early dismantling head
400 can not only play a part of to withstand support, additionally it is possible to so that independent support bar 300, early dismantling head 400 and horizontal the modern designs of plastics
Board component 200 can be connected as one, and then cause that whole early removing system is connected as one, whole plastic formwork early removing system knot
Structure intensity is good, and stability of strutting system is higher.
Specifically, vertical plastic formwork component 100 includes polylith plastic formwork, and polylith plastic formwork passes through template connecting piece
Such as dedicated lock pin connection.Horizontal plastic formwork component 200 includes polylith plastic formwork, and polylith plastic formwork passes through template connecting piece
Such as dedicated lock pin connection.The specific arrangement knot of vertical plastic formwork component 100 and plastic formwork in horizontal plastic formwork component 200
Structure can according to the actual requirements carry out respective row cloth design.In the present embodiment, the vertical plastic formwork component 100, horizontal plastics
Template assembly 200 can use NIMOVA Combined plastic formwork systems.
In the present embodiment, the independent support bar 300 is many, and the early dismantling head 400 corresponds to multiple, and many described only
The vertical interval setting of support bar 300.And then, horizontal plastic formwork component 200 is linked to be by early dismantling head 400 with independent support bar 300
Overall, vertical plastic formwork component 100, horizontal plastic formwork component 200, early dismantling head 400 are linked to be whole with independent support bar 300
Body, the overall construction intensity of whole plastic formwork early removing system is good, and stability of strutting system is high.The independent support bar 300 is to stretch
Shrinking structure, its bearing height can adjust, and using flexible, have a wide range of application.
In the present embodiment, as shown in Figure 2, Figure 3, Figure 4, the early dismantling head 400 includes support cylinder 410, shears 420
And for lifting the elevating mechanism 430 of the shears 420.The elevating mechanism 430 is on the support cylinder 410.
One end of the support cylinder 410 is provided with roof supporting 440, and the other end of the support cylinder 410 is arranged on the independent branch
The top of strut 300.The shears 420 includes supporting plate 422 and is respectively arranged on the connecting lateral plate of the both sides of the supporting plate 422
424.The supporting plate 422 is provided with mounting hole, and the supporting plate 422 is set in the support cylinder 410 at the mounting hole
Outside.The connecting lateral plate 424 is provided with template connecting hole 4242.
Using said structure, the roof supporting 440 of early dismantling head 400 can be supported in withstanding horizontal plastic formwork component 200
One of first plastic formwork 210 top surface, by elevating mechanism 430 control shears 420 rise, the energy of supporting plate 422
First plastic formwork 210 is enough held, can be by the installation form connector 1100 in template connecting hole 4242 so that the first modeling
Pass through template connecting piece together with material template 210, connecting lateral plate 424 and the plastic formwork 220 adjacent with the first plastic formwork 210
1100 couple together, and early dismantling head 400 can be connected with horizontal plastic formwork component 200 so that independent support bar 300, early dismantling head
400 and horizontal plastic formwork component 200 can connect as one;When needing form removal, template connecting piece 1100 of dismantling leads to
Cross the control shears 420 of elevating mechanism 430 to decline, you can implement form removable and retain the plastics of roof supporting 440 and first
Template 210 continues to support.
In the present embodiment, the template connecting hole 4242 is the lockpin hole of the special lock pin matching being connected with template.Typically
Ground, the template connecting piece 1100 connected between plastic formwork and plastic formwork is special lock pin.By by template connecting hole 4242
Lockpin hole is set to, can be using conventional dedicated lock when connecting lateral plate 424 is connected with the first plastic formwork 210, plastic formwork 220
Pin, it is easy to operate.
Specifically, elevating mechanism 430 can be various structures, can such as include sleeve, and spiral shell is set on the inwall of sleeve
Line, sets the screw thread matched with sleeve on the outer wall of support cylinder 410, and sleeve is set in the outside of support cylinder 410,
By changing position of the sleeve on support cylinder 410 so that shears 420 rises or fall along support cylinder 410, also may be used
Think other forms, not limited to this.
In the present embodiment, the elevating mechanism 430 includes lifting earrings 432 and guide shaft fixing unit 434.Described guiding is fixed
Part 434 is arranged on the support cylinder 410.The lifting earrings 432 is set in the outside of the support cylinder 410.It is described
Lifting earrings 432 is located at side of the shears 420 away from the roof supporting 440.The lifting earrings 432 is provided with
Vertically direction lifting chute 4322 and fixed chute in the horizontal direction 4324.The fixed chute 4324 and the liter
The lower end connection of chute 4322 is dropped.The lifting earrings 432 can be at fixed chute 4324 or lifting chute 4322 along described
Guide shaft fixing unit 434 is moved.Specifically, when the rise shears 420 of earrings 432 is lifted, slided with fixed on support cylinder 410
Groove 4324 is fixed bit away from one end corresponding section of lifting chute 4322, and the guide shaft fixing unit 434 is located at the fixed bit.
The fixed chute 4324 is " L " type with the lifting chute 4322, and simple structure is easily manufactured.
Using said structure, lifting earrings 432 can do vertical lifting at lifting chute 4322 along guide shaft fixing unit 434
Motion, can do horizontal rotary motion along guide shaft fixing unit 434 at fixed chute 4324, when need rise shears 420
When, lifting earrings 432 can be moved along guide shaft fixing unit 434 so that guide shaft fixing unit 434 is located at fixed chute 4324 away from liter
The side of chute 4322 drops, and lifting earrings 432 can be fixed under the supporting role of guide shaft fixing unit 434;Dropped when form removal is needed
During lower shears 420, lifting earrings 432 can be made to be moved along guide shaft fixing unit 434 so that guide shaft fixing unit 434 is located at lifting
The upper end of chute 4322, the height of lifting earrings 432 declines and fixed under the supporting role of guide shaft fixing unit 434, shears
420 can fall.By using said structure, simple structure can reliably rise or fall shears 420, simple to operate,
It is reliable.
Further, as shown in Figure 4, Figure 5, the lifting earrings 432 includes jacking sleeve 4326 and taps auricle
4328.The jacking sleeve 4326 is set in the outside of the support cylinder 410.The jacking sleeve 4326 is provided with the liter
Drop chute 4322 and fixed chute 4324.The auricle 4328 that taps is on the outer wall of the jacking sleeve 4326.By setting
Percussion auricle 4328 is put, operating personnel can tap auricle 4328 by specific purpose tool so that lifting earrings 432 is in fixation
Moved along guide shaft fixing unit 434 at chute 4324 or lifting chute 4322, operation more facilitates.In the present embodiment, the percussion
Auricle 4328 is at least two panels, and at least two panels taps auricle 4328 and arranged along the circumferential uniform intervals of jacking sleeve 4326, operation
Personnel can be tapped in different azimuth, and operation more facilitates.
In the present embodiment, the lifting chute 4322 is two, and two lifting chutes 4322 are along the jacking sleeve
4326 are provided at circumferentially spaced.The fixed chute 4324 corresponds to two, and two fixed chutes 4324 are along the lifting
Sleeve 4326 is provided at circumferentially spaced.The guide shaft fixing unit 434 crosses the support cylinder 410.The two of guide shaft fixing unit 434
The support cylinder 410 is stretched out at end respectively.When the lifting earrings 432 rises the shears 420, the guiding is fixed
The two ends of part 434 are located at the one end of the fixed chute 4324 away from corresponding lifting chute 4322 respectively.Using said structure,
When needing to rise or when falling shears 420, the two ends of guide shaft fixing unit 434 lifting earrings 432 can be played guiding with
Fixation, structure is more consolidated, reliability.
As shown in Figure 3, Figure 4, the early dismantling head 400 also includes adjusting nut 450.The support cylinder 410 is away from described
One end of roof supporting 440 is thread segment.The adjusting nut 450 is set in the thread segment outside of the support cylinder 410.Adopt
With said structure, when early dismantling head 400 is on independent support bar 300, the thread segment of support cylinder 410 stretches into independent support bar
In 300 top, and spacing fixation is played a part of by adjusting nut 450, by adjusting adjusting nut 450 in support cylinder
Position on 410 thread segment 110, you can control support cylinder 410 stretches into the position in independent support bar 300, and then adjustable
The whole height of early dismantling head 400 is saved, using more flexible.
As shown in figure 4, the shears 420 also includes supporting plate sleeve 426.The supporting plate sleeve 426 is located at the support
Away from the side of the roof supporting 440, the supporting plate sleeve 426 docks plate 422 with the mounting hole.The supporting plate sleeve
426 outsides for being set in the support cylinder 410, are provided with reinforcement position between the supporting plate sleeve 426 and the supporting plate 422
428.Shears 420 is set on support cylinder 410 by mounting hole and supporting plate sleeve 426, can be along 410 liters of support cylinder
Drop motion, and realize rising or falling in the presence of earrings 432 is lifted;By setting reinforcement position 428, shears 420
Structural strength is good, and support effect is good, can further improve the solid and reliable property of support.Further, the reinforcement position 428 is
At least two.At least two reinforcements positions 428 along the supporting plate sleeve 426 circumferential direction arranged for interval, shears
420 structural strengths are good, and support effect is good.
Further, as shown in Figure 1 and Figure 2, the plastic formwork early removing system also includes at least one wall back cord 500
And at least one set of reinforcement assembly 600.The wall back cord 500 sets around the vertical plastic formwork component 100 in the horizontal direction
Put.At least one wall back cord 500 vertically direction interval setting.The reinforcement assembly 600 and the vertical plastic formwork group
Part 100 is connected, and the reinforcement assembly 600 is used to wall back cord 500 described in bracing reinforcement resist lateral pressure.By setting wall
Body back cord 500 and reinforcement assembly 600, can play the lateral pressure effect of resistance concrete, be effective against wall lateral pressure, and then cause this
The overall construction intensity of the plastic formwork early removing system of embodiment more preferably, more stablize by support effect.
As shown in Figure 1 and Figure 2, the vertical plastic formwork component 100 include internal model board component 110 and with the internal model
The relative external mold board component 120 of board component 110.Specifically, inner side refers to the side on the inside of wall, and outside refers to positioned at wall
The side of external side.As shown in Figure 6, Figure 7, the reinforcement assembly 600 is described including Screw arbor with nut at both-ends 610, for being separately mounted to
Two fixing nuts 620 at the two ends of Screw arbor with nut at both-ends 610 and two reinforcing fasteners 630.The reinforcing fastener 630 is in " Z " type, institute
Stating reinforcing fastener 630 includes the middle body of rod 632, the first corner body of rod 634 located at described one end of the middle body of rod 632 and is located at
The second corner body of rod 636 of the other end of the middle body of rod 632, the middle body of rod 632 is provided with the installation through its two ends
Through hole 6322.The Screw arbor with nut at both-ends 610 passes through the internal model board component 110 and external mold board component.One reinforcing fastener 630
For at the wall back cord 500 in the outside of external mold board component 120, the installation through-hole 6322 of the reinforcing fastener 630 to pass through institute
One end of Screw arbor with nut at both-ends 610 is stated, the middle body of rod 632 of the reinforcing fastener 630 supports the downside for setting wall back cord 500, the first corner
The body of rod 634 supports the outside for setting wall back cord 500, and the second corner body of rod 636 is supported and sets the external mold board component 120;Described in another
Reinforcing fastener 630 is used at the wall back cord 500 in the outside of internal model board component 110, the installation through-hole of the reinforcing fastener 630
6322 other ends for passing through the Screw arbor with nut at both-ends 610, the middle body of rod 632 of the reinforcing fastener 630 is supported and set under wall back cord 500
Side, the first corner body of rod 634 supports the outside for setting wall back cord 500, and the second corner body of rod 636 is supported and sets the internal model board component 110.
Be locked at the reinforcing fastener 630 of respective side on the Screw arbor with nut at both-ends 610 by the fixing nut 620 of respective side.
When the reinforcement assembly 600 is installed, Screw arbor with nut at both-ends 610 is right through internal model board component 110 and external mold board component 120
Draw the two ends of screw rod 610 to stretch out internal model board component 110 and external mold board component 120 respectively, the installation of two reinforcing fasteners 630 is led to
Hole 6322 is each passed through the two ends of Screw arbor with nut at both-ends 610, and reinforcing fastener 630 passes through fixed fixing nut 620 and is locked to drawing spiral shell
On bar 610, can effective bracing reinforcement wall back cord 500, resist the lateral pressure of wall, install or dismantling operation be convenient.This
Outward, the corner body of rod 634 of the middle body of rod 632 and first can respectively support downside, the outside of fixed wall back cord 500, and second
The corner body of rod 636 can prop up internal model board component 110 or external mold board component 120, the corner body of rod 636 of the middle body of rod 632 and second
Between corner structure can enter row buffering to reinforcing the own wt of fastener 630 and the weight of wall back cord 500 to a certain extent,
And then reinforcing fastener 630 is unlikely to deform, stress is more perfect, can preferably resist gravity, and the reinforcing to wall back cord 500 can
Lean on.
Specifically, the radical and the reinforcement assembly 600 of the wall back cord 500 can be set according to practical situations
Group number, multiple reinforcement assemblies 600 can be added according to certain level distance, vertical distance in the diverse location of wall back cord 500
Gu, reinforce reliable.
In the present embodiment, the second corner body of rod 636 is identical with the structure of the first corner body of rod 634.And then, the
, relative to the Central Symmetry of the middle body of rod 632, reinforcing need not when fastener 630 is used for the two corner bodies of rod 636 and the first corner body of rod 634
Prescribed direction again, the first corner body of rod 634 or the second corner body of rod 636 are used equally to the outside for being located at wall back cord 500, plus
Gu, dismantling operation more facilitate.The second corner body of rod 636 is vertically arranged with the middle body of rod 632, first corner
The body of rod 634 is vertically arranged with the middle body of rod 632, and the wall back cord 500 that can be used for square shaped structure is reinforced, and is reinforced
Effect is good.The logical steel pipe in side that the middle body of rod 632, the first corner body of rod 634 and the second corner body of rod 636 are formed in one
Structure, structural strength is preferably, easily manufactured, saves production cost.
The reinforcement assembly 600 also includes sleeve pipe 640, and described sleeve pipe 640 is preset in the external mold board component 120 and internal model
Between board component 110, described sleeve pipe 640 is set in the outside of the Screw arbor with nut at both-ends 610.By setting sleeve pipe 640, can play fixed
Position effect, Screw arbor with nut at both-ends 610 is directly protruding into sleeve pipe 640 when installing, easy for installation, accurate.In the present embodiment, the set
Pipe 640 can be sebific duct.
As shown in figure 1, the plastic formwork early removing system also includes outer beam adjuster 700.The vertical plastic formwork group
Part 100 includes being formed for pouring into a mould the first vertical formwork component 130 of vertical outer beam and forms the of vertical wall column for cast
Two vertical formwork components 140.The first vertical formwork component 130 includes the first internal model board component 110 and with described first
The first relative external mold board component 120 of internal model board component 110.The outer beam adjuster 700 is located at the first external mold board component
120 outside.Using said structure, outer beam adjuster 700 can solve the problem that vertical outer beam forms is suitable for reading without the outer problem for rising of support.
In the present embodiment, the outer beam adjuster 700 is multiple, and multiple outer beam adjusters 700 are horizontally spaced to be evenly arranged, and is adjusted
Section effect is good.
Specifically, the second vertical formwork component 140 include the second internal model board component and with second inner template
The second relative external mold board component of component.The internal model board component 110 includes the first internal model board component and the second internal model board component,
The external mold board component 120 includes the first external mold board component and the second external mold board component.
The plastic formwork early removing system also includes diagonal brace component 800.The wall back cord 500 is many.The diagonal brace
Component 800 includes the first hound 810 and the second hound 820.The first end of first hound 810 and wherein one wall
Body back cord 500 is connected.The first end of second hound 820 is connected with wherein another wall back cord 500, and described second is oblique
The first end of strut 820 vertically direction height higher than first hound 810 first end.Second hound
820 the second end is used to be connected with ground together with the second end of first hound 810.By setting diagonal brace component 800,
Wall column lateral force can be effective against, lateral power of toppling is resisted, integrally-built stability is improved;Additionally, by setting
First hound 810 and the second hound 820, and its installation site is correspondingly arranged, skewed horizontal load effect is good.
As shown in Fig. 2 being reserved with material transfer mouthful 900 on the horizontal plastic formwork component 200.By in horizontal plastic formwork
Material transfer hole is reserved on component 200, the transmission of the upper and lower material of floor can be facilitated, improve material week transfer efficient.
Embodiment two
The difference of the plastic formwork early removing system described in plastic formwork early removing system and embodiment one described in embodiment two
It is:
As shown in Figure 8, Figure 9, the structure of the early dismantling head 400 is different.In the present embodiment two, such as Fig. 9, Figure 12, Figure 13
Shown, the early dismantling head 400 includes early tearing jacking 460, shears 420 and the lifting for lifting the shears 420 open
Mechanism 430.The elevating mechanism 430 is arranged on the independent support bar 300.The shears 420 is provided with mounting hole,
The mounting hole of the shears 420 is set in the outside of the independent support bar 300.The morning tears jacking 460 open to be included installing
Post 462.One end of the mounting post 462 is arranged on the top of the independent support bar 300, the other end of the mounting post 462
It is provided with roof supporting 464.The roof supporting 464 is respectively provided on two sides with connecting lateral plate 466, and the connecting lateral plate 466 is located at
Side where the mounting post 462.The connecting lateral plate 466 is provided with template connecting hole 4662.
Said structure is used by by early dismantling head 400, as shown in Figure 10, Figure 11, Figure 12, shears 420 is in mounting hole
Place is set in the outside of independent support bar 300, be able to can be controlled along the elevating movement of independent support bar 300, elevating mechanism 430
Shears 420 rises or falls, and controls shears 420 to rise by elevating mechanism 430, and supporting plate 422 can hold level
One of second plastic formwork 230 in plastic formwork component 200, roof supporting 464 can be supported and withstand second plastics
The top surface of template 230, can be by the installation form connector in template connecting hole 4662 so that the second plastic formwork 230, connection
Coupled together by template connecting piece 1100 together with side plate 466 and the plastic formwork 220 adjacent with the second plastic formwork 310,
Early dismantling head 400 can also be connected with horizontal plastic formwork component 200 so that independent support bar 300, early dismantling head 400 and level
Plastic formwork component 200 can be connected as one, it is also possible to so that the structural strength of whole plastic formwork early removing system is good, support
It is solid and reliable.
In the present embodiment two, as shown in Figure 12 and Figure 13, the top of the independent support bar 300 is provided with connecting hole, described
Mounting post 462 stretches into the top of independent support bar 300.The mounting post 462 is circular cone away from one end of the roof supporting 464
Structure.The conical structure is gradually reduced along the direction external diameter away from the roof supporting 464.Stretched by by mounting post 462
Enter the top of independent support bar 300, be capable of achieving mounting post 462 and be arranged on independent support bar 300, it is easy to operate;Additionally, mounting post
462 away from roof supporting 464 one end be conical structure, mounting post 462 install when, conical structure can play guide effect, peace
Dress is more convenient.
Likewise, elevating mechanism 430 can be various structures, it is specific as described in embodiment one.In the present embodiment two, institute
Stating elevating mechanism 430 includes lifting earrings 432 and guide shaft fixing unit 434, and the guide shaft fixing unit 434 is arranged on the independent branch
On strut 300, the lifting earrings 432 is set in the outside of the independent support bar 300, and the lifting earrings 432 is located at institute
Side of the shears 420 away from the roof supporting 464 is stated, the lifting earrings 432 is provided with the lifting in vertically direction
Chute 4322 and fixed chute in the horizontal direction 4324, the fixed chute 4324 and the lower end for lifting chute 4322
Connection, the lifting earrings 432 can be transported at fixed chute 4324 or lifting chute 4322 along the guide shaft fixing unit 434
It is dynamic.By using said structure, when needing to rise or fall shears 420, lifting controllable earrings 432 is in lifting chute
Moved at 4322 or along guide shaft fixing unit 434 at fixed chute 4324, simple structure, can reliably rise or fall lifting
Bracket 420, it is simple to operate, reliable.
Specifically, it is the structure of the lifting earrings 432, the bar number of lifting chute 4322 and set-up mode, solid referring to Fig. 5
The bar number and set-up mode for determining chute 4324 are identical with embodiment one, do not repeat herein.
As shown in figure 12, the shears 420 includes supporting plate 422 and the supporting plate set located at the side of the supporting plate 422
Cylinder 426.The supporting plate 422 is provided with the mounting hole.The supporting plate sleeve 426 is docked with the mounting hole.The supporting plate set
Cylinder 426 is used to be set in the outside of independent support bar 300.Reinforcement is provided between the supporting plate sleeve 426 and the supporting plate 422
Position 428.Shears 420 is set on independent support bar 300 by mounting hole and supporting plate sleeve 426, can be along independent support
The elevating movement of bar 300, and realize rising or falling in the presence of earrings 432 is lifted;By setting reinforcement position 428, lifting
The structural strength of bracket 420 is good, and support effect is good, can further improve the solid and reliable property of support.
In the present embodiment two, as shown in Fig. 9, Figure 10, Figure 11, the plastic formwork early removing system also includes at least one
Floor back cord 1000.The floor back cord 1000 be installed on the shears 420 and the horizontal plastic formwork component 200 it
Between.As shown in figure 14, the floor back cord 1000 is provided with inserted sheet 1010 near the side of the horizontal plastic formwork component 200.
It is provided with what is matched with the inserted sheet with the plastic formwork of the corresponding position of the inserted sheet 1010 in the horizontal plastic formwork component 200
Slot.By setting floor back cord 1000, floor back cord 1000 can support level plastic formwork component 200, play floor lotus
Intermal force is carried, by setting inserted sheet 1010 on floor back cord 1000, the inserted sheet 1010 can when floor back cord 1000 is installed
Can be inserted into the slot of plastic formwork, can be good with the effect of template integral installation, support strength when realizing model sheetinstallat, installation side
Just.In the present embodiment, floor back cord 1000 is at least two, at least two interval settings of floor back cord 1000, to horizontal plastics
The support effect of template assembly 200 is good.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
Apply all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, the scope of this specification record is all considered to be.
Embodiment described above only expresses several embodiments of the invention, and its description is more specific and detailed, but simultaneously
Can not therefore be construed as limiting the scope of the patent.It should be pointed out that coming for one of ordinary skill in the art
Say, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Scope.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (10)
1. a kind of plastic formwork early removing system, it is characterised in that including vertical plastic formwork component and the vertical plastic formwork
The horizontal plastic formwork component of component connection, at least one independent support bar and it is one-to-one with the independent support bar extremely
A few early dismantling head, the early dismantling head is arranged on the top of the independent support bar, and the early dismantling head withstands the support level
Plastic formwork component, and the early dismantling head is connected with the horizontal plastic formwork component.
2. plastic formwork early removing system according to claim 1, it is characterised in that the early dismantling head include support cylinder,
Shears and the elevating mechanism for lifting the shears, the elevating mechanism are described on the support cylinder
One end of support cylinder is provided with roof supporting, and the other end of the support cylinder is arranged on the top of the independent support bar, institute
Shears is stated including supporting plate and the connecting lateral plate of the supporting plate both sides is respectively arranged on, the supporting plate is provided with mounting hole, institute
The outside that supporting plate is set in the support cylinder at the mounting hole is stated, the connecting lateral plate is provided with template connecting hole.
3. plastic formwork early removing system according to claim 2, it is characterised in that the elevating mechanism includes lifting earrings
And guide shaft fixing unit, the guide shaft fixing unit is arranged on the support cylinder, and the lifting earrings is set in the support column
The outside of body, the lifting earrings is located at the shears away from the side of the roof supporting, is set on the lifting earrings
There are lifting chute and the fixed chute in the horizontal direction in vertically direction, the fixed chute is lifted under chute with described
End connection, the lifting earrings can be moved at fixed chute or lifting chute along the guide shaft fixing unit.
4. plastic formwork early removing system according to claim 1, it is characterised in that the early dismantling head include it is early tear open jacking,
Shears and the elevating mechanism for lifting the shears, the elevating mechanism are arranged on the independent support bar,
The shears is provided with mounting hole, and the mounting hole of the shears is set in the outside of the independent support bar, described
Jacking is early torn open including mounting post, one end of the mounting post is arranged on the top of the independent support bar, the mounting post it is another
One end is provided with roof supporting, and the roof supporting is respectively provided on two sides with connecting lateral plate, and the connecting lateral plate is located at the installation
Side where post, the connecting lateral plate is provided with template connecting hole.
5. plastic formwork early removing system according to claim 4, it is characterised in that the elevating mechanism includes lifting earrings
And guide shaft fixing unit, on the independent support bar, the lifting earrings is set in the independence to the guide shaft fixing unit
The outside of support bar, the lifting earrings is located at side of the shears away from the roof supporting, the lifting earrings
It is provided with lifting chute and the fixed chute in the horizontal direction in vertically direction, the fixed chute and the lifting chute
Lower end connection, it is described lifting earrings can fixed chute or lifting chute at be moved along the guide shaft fixing unit.
6. plastic formwork early removing system according to claim 4, it is characterised in that also including at least one floor back cord,
The floor back cord is installed between the shears and the horizontal plastic formwork component, and the floor back cord is near described
The side of horizontal plastic formwork component is provided with inserted sheet, the modern designs of plastics in the horizontal plastic formwork component with the inserted sheet corresponding position
Plate is provided with the slot matched with the inserted sheet.
7. the plastic formwork early removing system according to claim any one of 1-6, it is characterised in that also including at least one wall
Body back cord and at least one set of reinforcement assembly, the wall back cord are set around the vertical plastic formwork component in the horizontal direction,
At least one wall back cord vertically direction interval setting, the reinforcement assembly is connected with the vertical plastic formwork component, institute
Reinforcement assembly is stated for wall back cord described in bracing reinforcement to resist lateral pressure.
8. plastic formwork early removing system according to claim 7, it is characterised in that the vertical plastic formwork component includes
Internal model board component and the external mold board component relative with the internal model board component,
The reinforcement assembly include Screw arbor with nut at both-ends, two fixing nuts for being separately mounted to the Screw arbor with nut at both-ends two ends and
Two reinforcing fasteners, the reinforcing fastener is in " Z " type, and the reinforcing fastener is including the middle body of rod, located at the middle body of rod one
The first corner body of rod and the second corner body of rod located at the middle body of rod other end at end, the middle body of rod are provided with and pass through
The installation through-hole at its two ends is worn, the Screw arbor with nut at both-ends passes through the internal model board component and external mold board component;
One fastener of reinforcing is used to be arranged at the wall back cord on the outside of external mold board component, the installation through-hole of the reinforcing fastener
Through one end of the Screw arbor with nut at both-ends, the middle body of rod of the reinforcing fastener supports the downside for setting wall back cord, and the first corner body of rod is supported
If the outside of wall back cord, the second corner body of rod is supported and sets the external mold board component;
Another described fastener of reinforcing is used to be arranged at the wall back cord on the outside of internal model board component, and the installation of the reinforcing fastener is led to
Through the other end of the Screw arbor with nut at both-ends, the middle body of rod of the reinforcing fastener is to the downside for setting wall back cord, the first angle pole in hole
Body supports the outside for setting wall back cord, and the second corner body of rod is supported and sets the internal model board component;
Be locked at the reinforcing fastener of respective side on the Screw arbor with nut at both-ends by the fixing nut of respective side.
9. plastic formwork early removing system according to claim 7, it is characterised in that also including outer beam adjuster, it is described perpendicular
Include being formed for pouring into a mould the first vertical formwork component of vertical outer beam to plastic formwork component and form vertical wall for pouring into a mould
Second vertical formwork component of post, the first vertical formwork component include the first internal model board component and with first internal model
The first relative external mold board component of board component, the outer beam adjuster is located at the outside of the first external mold board component.
10. plastic formwork early removing system according to claim 7, it is characterised in that also including diagonal brace component, the wall
Back cord be many, the diagonal brace component include the first hound and the second hound, the first end of first hound and its
In the connection of wall back cord, the first end of second hound is connected with wherein another wall back cord, and described second is oblique
The first end of strut vertically direction height higher than first hound first end, the second end of second hound
It is used to be connected with ground together with the second end of first hound.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710183332.1A CN106801510B (en) | 2017-03-24 | 2017-03-24 | Early dismantling system for plastic template |
| PCT/CN2017/078481 WO2018170934A1 (en) | 2017-03-24 | 2017-03-29 | Early-stripping system for plastic formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710183332.1A CN106801510B (en) | 2017-03-24 | 2017-03-24 | Early dismantling system for plastic template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106801510A true CN106801510A (en) | 2017-06-06 |
| CN106801510B CN106801510B (en) | 2023-07-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710183332.1A Active CN106801510B (en) | 2017-03-24 | 2017-03-24 | Early dismantling system for plastic template |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106801510B (en) |
| WO (1) | WO2018170934A1 (en) |
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| CN117449586A (en) * | 2023-10-17 | 2024-01-26 | 北京中铁建建筑科技有限公司 | A kind of easy-to-disassemble and assemble back-corrugated assembly component and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB684845A (en) * | 1949-10-19 | 1952-12-24 | William Burgess Massey | Means intended primarily for raising and repositioning shuttering during the casting of concrete structures |
| CN101525942A (en) * | 2008-12-29 | 2009-09-09 | 青建集团股份公司 | Early removal lug support of molding plate exclusively used for beam |
| CN101591973A (en) * | 2009-06-25 | 2009-12-02 | 李斌 | A kind of floor that is used for contains the early-dismantling formwork system that beam, plate and rod structure are built |
| CN102704671A (en) * | 2012-06-13 | 2012-10-03 | 山东普瑞玛模板有限公司 | Frame combination mold |
| CN206016247U (en) * | 2016-07-20 | 2017-03-15 | 青岛建设集团有限公司 | A kind of wall form support system |
| CN206707266U (en) * | 2017-03-24 | 2017-12-05 | 广州毅昌模板工程有限公司 | Plastic formwork early removing system |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08158643A (en) * | 1994-12-08 | 1996-06-18 | Takenaka Komuten Co Ltd | Large scale unit form and its assembling method |
| CN103161309A (en) * | 2011-12-13 | 2013-06-19 | 永升建设集团有限公司 | Narrow deformation joint inner side template installation and construction method |
| CN102787719B (en) * | 2012-08-27 | 2015-01-07 | 泰博混凝土模板与支撑(陕西)有限公司 | Formwork early removing mechanism and early removing formwork system |
| CN104895318B (en) * | 2015-04-16 | 2017-01-25 | 重庆建工第三建设有限责任公司 | Aluminum alloy template system and construction method of same |
| CN104912322B (en) * | 2015-07-06 | 2017-02-01 | 广东省第四建筑工程有限公司 | Early dismantling supporting system for plastic template and construction method thereof |
| CN205100544U (en) * | 2015-10-26 | 2016-03-23 | 湖南省第二工程有限公司 | Early system of tearing open of steel framework built -up plate |
-
2017
- 2017-03-24 CN CN201710183332.1A patent/CN106801510B/en active Active
- 2017-03-29 WO PCT/CN2017/078481 patent/WO2018170934A1/en not_active Ceased
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB684845A (en) * | 1949-10-19 | 1952-12-24 | William Burgess Massey | Means intended primarily for raising and repositioning shuttering during the casting of concrete structures |
| CN101525942A (en) * | 2008-12-29 | 2009-09-09 | 青建集团股份公司 | Early removal lug support of molding plate exclusively used for beam |
| CN101591973A (en) * | 2009-06-25 | 2009-12-02 | 李斌 | A kind of floor that is used for contains the early-dismantling formwork system that beam, plate and rod structure are built |
| CN102704671A (en) * | 2012-06-13 | 2012-10-03 | 山东普瑞玛模板有限公司 | Frame combination mold |
| CN206016247U (en) * | 2016-07-20 | 2017-03-15 | 青岛建设集团有限公司 | A kind of wall form support system |
| CN206707266U (en) * | 2017-03-24 | 2017-12-05 | 广州毅昌模板工程有限公司 | Plastic formwork early removing system |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472539A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template structure of shear force wall |
| CN111472539B (en) * | 2020-04-17 | 2021-04-16 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template structure of shear force wall |
| CN111535574A (en) * | 2020-04-29 | 2020-08-14 | 杭州天和建设集团有限公司 | Ribbed assembled molding system and construction method thereof |
| CN111535574B (en) * | 2020-04-29 | 2022-02-11 | 杭州天和建设集团有限公司 | Ribbed assembled molding system and construction method thereof |
| CN113293986A (en) * | 2021-07-06 | 2021-08-24 | 苏州拓恒建筑科技有限公司 | Frame type template |
| CN113668858A (en) * | 2021-09-24 | 2021-11-19 | 广州一建建设集团有限公司 | Template supporting component and template system for building construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106801510B (en) | 2023-07-28 |
| WO2018170934A1 (en) | 2018-09-27 |
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