CN110439260A - The tall and big formwork system of aluminum alloy mould plate and its installation method - Google Patents
The tall and big formwork system of aluminum alloy mould plate and its installation method Download PDFInfo
- Publication number
- CN110439260A CN110439260A CN201810410216.3A CN201810410216A CN110439260A CN 110439260 A CN110439260 A CN 110439260A CN 201810410216 A CN201810410216 A CN 201810410216A CN 110439260 A CN110439260 A CN 110439260A
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- Prior art keywords
- aluminum alloy
- plate
- alloy pattern
- back cord
- positioning plate
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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
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic 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
- 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
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
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 tall and big formwork system of aluminum alloy mould plate, perpendicular back cord and horizontal back cord including being affixed on the aluminum alloy pattern plate of metope two sides and for fixing aluminum alloy pattern plate, it is characterized by also including the positioning plates being located above and below aluminum alloy pattern plate, are additionally provided with compact heap between the perpendicular back cord and positioning plate.By using above-mentioned technical proposal, the upper and lower position of aluminum alloy pattern plate has been determined using positioning plate, after once aluminum alloy pattern plate is removed in this way, original height is still relatively more clear, and after concreting, between positioning plate and concrete wall surface or with certain conjugation, so that positioning plate can also become the point of application of aluminum alloy pattern plate.And compact heap plays the booster action that perpendicular back cord presses to positioning plate, to ensure that stable state of the positioning plate in entire work progress.And the simplicity that its installation method integrally also compares, to be conducive to improve the construction efficiency of building.
Description
Technical field
The present invention relates to the realm of building construction, in particular to the tall and big formwork system of a kind of aluminum alloy mould plate and its installation side
Method.
Background technique
Building template is a kind of temporary supporting structure, makes 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 self weight and effect on it.Into
The purpose of row form work engineering is to guarantee concrete engineering quality and construction safety, accelerate construction progress and reduce engineering cost.It is existing
The working architectural template structure of pouring concrete Structural Engineering is mainly made of panel, support construction and connector three parts.Face
Plate is the force bearing plate of direct contact newly-laid concrete；Support construction is then the interim knot of supporting faceplate, concrete and construction loads
Structure guarantees that architectural template structure combines securely, does not accomplish deformation, does not destroy；Connector is to connect panel with support construction
Integral accessory.
Building template is the formwork and bracket of concreting forming, can be divided into building template, building by the property of material
Offset plate, multi-layer board, two-sided re-glue, two-sided covers glue building template etc. at film coated plate.
Building template can be divided into cast in place concrete form by construction technology condition, pre-assembled template, large form, rise to template
Deng.Wherein, Horizontal concrete component template support system height is more than 8m or span is more than 18m, and construction total load head is greater than 15KN/
m2, or form bracing system of the line load greater than 20KN/m is concentrated to belong to high and big die plate engineering.
Herein, the template of the tall and big formwork system of traditional aluminum alloy mould plate is when building the high single story building object of two floors, with
The increase of building height be also required to increase the quantity of template, this is because they template builds no base in the construction process
Quasi- and supporting point, so can not repeat to build upwards.Also, after once construction terminates, a large amount of template can be because of different journeys
The damage of degree and by arbitrarily, to not only result in the waste of vast resources, while destruction also is caused to environment.
Summary of the invention
The purpose of the present invention is to provide a kind of tall and big formwork systems of aluminum alloy mould plate, and template, which can recycle to build, to be made
With, and its installation method is simple and efficient, and different architecture constructions is suitble to use.
Above-mentioned purpose of the invention has the technical scheme that a kind of tall and big branch module system of aluminum alloy mould plate
System, perpendicular back cord and horizontal back cord including being affixed on the aluminum alloy pattern plate of metope two sides and for fixing aluminum alloy pattern plate, it is characterised in that: further include
Positioning plate above and below aluminum alloy pattern plate is additionally provided with compact heap between the perpendicular back cord and positioning plate.
By using above-mentioned technical proposal, as basic point using positioning plate, the upper and lower position of aluminum alloy pattern plate has been determined, in this way
Once after aluminum alloy pattern plate is removed, original height is still relatively more clear, and after concreting, positioning plate and concrete
Between metope or with certain conjugation, so that positioning plate can also become the supporting point of aluminum alloy pattern plate.And compact heap rises
The booster action that perpendicular back cord presses to positioning plate is arrived, to ensure that stable state of the positioning plate in entire work progress.
Preferably, the positioning plate has dovetails towards compact heap side, and the compact heap is provided with towards pressure positioning plate
The dovetail groove to match with dovetails.
By using above-mentioned technical proposal, effect is mutually matched due to dovetails and dovetail groove, so that positioning plate and pressure
Tight block can be fixed with each other.Also, this connection type, can facilitate the dismounting of positioning plate, to be also beneficial to spirit
Positioning plate is shifted livingly, provides support for aluminum alloy pattern plate is recycled.
Preferably, the dovetail groove and dovetails are configured along vertical direction.
By using above-mentioned technical proposal, it is positioned such that plate and compact heap can separate along vertical direction, thus
Perpendicular back cord can be moved upwards after splitting with aluminum alloy pattern plate, facilitated and built in aluminum alloy pattern plate phase.
Preferably, including the operating platform positioned at building intermediate altitude, the lower section of operating platform is equipped with liftable branch
Stay tube.
By using above-mentioned technical proposal, operating platform is built, this is in order to facilitate on operator station to operating platform
Aluminum alloy pattern plate is built, and supports operating platform using liftable support tube, this is to be able to facilitate according to operation
The height of platform adjusts the collapsing length of support tube.
Preferably, the support tube includes outer tube and can be in the inner tube of outer inner telescoping tube, and said inner tube is along vertical direction
It is provided with round, the outer tube is provided with the corresponding location hole of a round, and round and positioning hole are equipped with bolt.
By using above-mentioned technical proposal, after collapsing length of the inner tube in outer tube has been adjusted, inserted using bolt
Enter in corresponding round and location hole, the relative position of such inner and outer tubes can be determined, and avoid inner tube hair
The problem of raw retraction.
Preferably, the surface of said inner tube has a tooth-arranging strip, and said inner tube and outer tube are equipped with together a hand handle, the hand
In in inner tube with the gear that matches with rack gear.
By using above-mentioned technical proposal, shaking hand handle makes gear band carry-over bar, so drive inner tube be raised above or
Retracted downward, to greatly facilitate the adjusting to support tube.
Preferably, the perpendicular back cord on the inside of metope and between operating platform be equipped with hound.
By using above-mentioned technical proposal, is conducive to the stability of enhancing inside aluminum alloy pattern plate in this way, is poured so as to improve
Build the quality of rear metope.
Preferably, the perpendicular back cord and operating platform are equipped with corresponding swing screw rod, and the both ends of the hound are logical
Swing screw rod is crossed to be connected with perpendicular back cord and operating platform respectively.
By using above-mentioned technical proposal, the angle for swinging screw rod can be adjusted according to the state of different supporting points in this way
Degree swings screw rod later and mutually fixes with hound again, props up hound effectively perpendicular back cord with carrying out fast and stable with this
Support.
A kind of installation method of the tall and big formwork system of aluminum alloy mould plate, including following construction procedure:
S1, along the face profile of building the mutually equidistant two positioned parallels plate of same metope width is set on the ground；
S2, perpendicular back cord is made to be connected with positioning plate by compact heap；
S3, aluminum alloy pattern plate is placed in the top of positioning plate, it later will be several horizontal away to wait height to be set to perpendicular back cord and aluminum alloy pattern plate
Between, two parallel aluminum alloy pattern plates, two parallel perpendicular back cords and horizontal back cord are linked together simultaneously using Screw arbor with nut at both-ends；
Hound is set between the perpendicular back cord and ground of one side on the inside of S4, building, for supporting the aluminum alloy pattern plate on the inside of building；
S5, one piece of positioning plate is respectively set on the aluminum alloy pattern plate in outside again into building, and fixes positioning plate mutually with perpendicular back cord, it
Casting concrete wall in the space formed between backward four positioning plate and two aluminum alloy pattern plates, after concrete curing, the perpendicular back cord of dismounting,
Horizontal back cord, aluminum alloy pattern plate, the positioning plate of lower section, the positioning plate of building inside front, hound and Screw arbor with nut at both-ends；
S6, setting flushes and the operation of the surrounded area of oversite concrete wall with the positioning plate top edge of top on the inside of building
The lower section of platform, operating platform is supported with several support tubes；
S7, the aluminum alloy pattern plate of dismounting is built respectively onto the positioning plate and operating platform of top, repeats the operation of S2 to S4, to two
The middle casting concrete wall of aluminum alloy pattern plate；
S8, after in S7 concrete walls solidification after, the positioning plate of side-lower outside original building is transferred to the top of aluminum alloy pattern plate, and
And horizontal aluminum alloy pattern plate contour with the concrete walls in S7 and the surrounded area of oversite concrete wall is set in building,
The lower section of horizontal aluminum alloy pattern plate is also supported by support tube；
S9, the casting concrete floor between horizontal aluminum alloy pattern plate and positioning plate, after concrete floor solidification, from top to bottom
Remove all structures.
By using above-mentioned technical proposal, setting is alternately worked as positioning plate above aluminum alloy pattern plate by staff, then again
Aluminum alloy pattern plate and positioning plate are fixed with perpendicular back cord, to ensure that the stabilization during aluminum alloy pattern plate reuse.Moreover, utilizing
The aluminum alloy pattern plate in outside, perpendicular back cord and horizontal back cord in building are all fixed together by Screw arbor with nut at both-ends, and this also avoids outside building
The problem of aluminum alloy pattern plate of side, perpendicular back cord and horizontal back cord are fallen.Thus, both improved the tall and big formwork system of aluminum alloy mould plate
Efficiency is built, in turn ensures the safety of work progress.
I-steel is additionally provided between the support tube and ground or operating platform.
By using above-mentioned technical proposal, for I-steel on the one hand if support tube is inadequate, I-steel can play increasing
The problem of high effect, another aspect I-steel also can make up for it ground or operating platform hollow, to be also beneficial to improve
Stability of the support tube to operating platform support process.
In conclusion the invention has the following advantages:
1, by the setting of positioning plate, so that being continued to rise installation according to the position of positioning plate after aluminum alloy pattern plate disassembles；
2, positioning plate and compact heap are linked together by dovetail groove and the matched mode of dovetails, can either guarantee to compress in this way
Positioning plate is pressed on metope by block, ensure that the stabilization in entire work progress, while also facilitating the dismounting transfer of positioning plate；
3, using can the support tube of reduction support operating platform, not only increase construction efficiency in this way, while also having widened behaviour
Make platform adjusting range；
4, perpendicular back cord is supported using hound, can guarantees the stability of aluminum alloy pattern plate in this way.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the tall and big formwork system of aluminum alloy mould plate；
Fig. 2 is the connection figure between perpendicular back cord and positioning plate；
Fig. 3 is the structural schematic diagram of support tube；
Fig. 4 is the cross-sectional view at the B-B of Fig. 3；
Fig. 5 is enlarged drawing at the A of Fig. 1.
In figure, 1, aluminum alloy pattern plate；2a, perpendicular back cord；2b, horizontal back cord；2c, Screw arbor with nut at both-ends；3, positioning plate；31, dovetails；4, it presses
Tight block；41, dovetail groove；5, operating platform；6, support tube；61, inner tube；611, round；612, rack gear；62, outer tube；621, it positions
Hole；63, hand handle；631, gear；64, bolt；7, hound；71, screw rod is swung；8, I-steel.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
A kind of tall and big formwork system of aluminum alloy mould plate, as shown in Figure 1 and Figure 2, the aluminum dipping form including outside in building wall
Plate 1, perpendicular back cord 2a and horizontal back cord 2b, and perpendicular back cord 2a is located at aluminum alloy pattern plate 1 away from metope side, and horizontal back cord 2b is located at perpendicular back cord
Be between 2a and aluminum alloy pattern plate 1 with etc. height difference settings.And the perpendicular back cord 2 in interior outside and horizontal back cord 2b are symmetrical about metope
It is arranged.Also, monosymmetric perpendicular back cord 2a and horizontal back cord 2b and aluminum alloy pattern plate 1 are connected by Screw arbor with nut at both-ends 21 together
Come.Support and stabilization can be played to aluminum alloy pattern plate 1 by the one hand erecting back cord 2a and horizontal back cord 2b in this way, on the other hand to drawing spiral shell
Bar 2c can play positioning action to aluminum alloy pattern plate 1, to ensure that the stabilization of aluminum alloy pattern plate 1.
Moreover, the lower edges of aluminum alloy pattern plate 1 have positioning plate 3, also, the upper and lower ends for the perpendicular back cord 2 being vertically arranged
Have compact heap 4.Wherein, positioning plate 3 has the dovetails 31 of vertical direction setting towards the side of perpendicular back cord 2, and compresses
Block 4 is provided with dovetail groove 41 towards metope side, is positioned such that plate 3 and compact heap 4 can be by dovetails 31 and dovetail grooves 41
Match and is rapidly dismounted.
When the needs of aluminum alloy pattern plate 1, which are transferred to, to be built at higher position, first Screw arbor with nut at both-ends 21 is disassembled.It
Afterwards, it is moved upwards up to perpendicular back cord 2 along vertical direction at the height of needs.Moreover, during this, compact heap 4 and positioning
Plate 3, which can be very easily separated from, to be come.Later, so that 3 weight of positioning plate of the compact heap 4 of the former lower section of perpendicular back cord and former top
New matching is together.And then and the top of positioning plate 3 that is transferred to aluminum alloy pattern plate 1 above original, since positioning plate 3 has determined that
Specific height and position has been got well, so, aluminum alloy pattern plate 1 is built again also facilitates many.Also, it is put up to two sides aluminum alloy pattern plate 1
After, horizontal back cord 2b is arranged between perpendicular back cord 2a and aluminum alloy pattern plate 1.And then the positioning plate 3 below original is transferred to aluminium
The top of template 1, and matched together with compact heap 4.After holistic conformation is completed in this way, it will be able to casting concrete again
.With this repetitive operation, the cyclic utilization rate of aluminum alloy pattern plate 1 and perpendicular back cord 2 is substantially increased, to also just reduce the wave of resource
Take.
Embodiment two:
A kind of tall and big formwork system of aluminum alloy mould plate is based on the basis of embodiment one as shown in attached drawing 3 and attached drawing 4, further includes
Operating platform 5, operating platform 5 are located at interior of building, and operating platform 5 is located in the height among building, below band
There is liftable support tube 6.The lower end of support tube 6 is stood on ground, and upper end support lives operating platform 5.Also, support tube herein
6 include inner tube 61 and outer tube 62, and two rows are provided on the outer peripheral surface of inner tube 61 about 61 axle center of inner tube to symmetrical round 611, and
Two location holes 621 corresponding with two rows of rounds 611 respectively are opened up on outer tube 62, moreover, working as two rounds 611 therein
It when alignment with two location holes 621, is just passed through for a bolt 64, to also ensure that inner tube 61 and outer tube 62
Stablize, such operator can position according to the adjusting for needing momentarily to be supported 6 height of pipe of height and later.
Moreover, a rack gear 612 is also had on the inner surface of inner tube 61 herein, and outer tube 62 and 61 same level of inner tube are worn
There is a hand handle 63, and hand handle 63 is in having gear 631 in inner tube 61, and gear 631 matches with rack gear 612, passes through in this way
When shaking hand handle 63, inner tube 61 can carry out reduction in outer tube 62, to also be considerably improved the liter of support rod 7
Efficiency drops.
Furthermore as shown in Fig. 5, each perpendicular back cord 2a on the inside of metope and two diagonal braces are additionally provided between operating platform 5
Bar 7, two hounds 7 form an angle along perpendicular, can specifically determine according to the actual situation.Herein, angle is
30°.The both ends of hound 7, which have, swings screw rod 71, swings the perpendicular back cord 2a in 71 one end of screw rod or operating platform 5 is hinged,
The other end is directly connect with the end thread of hound 7, so that being on the one hand conducive to support plate 71 carries out multi-angle regulation, thus
Also the length of hound 7 can be adjusted, and then expands its use scope.
Embodiment three:
A kind of installation method of the tall and big formwork system of aluminum alloy mould plate, including following construction procedure:
Step 1: setting the mutually equidistant two positioned parallels plate 3 of same metope width along the face profile of building on the ground；
Step 2: cooperating along vertical direction using compact heap 4 by dovetail groove and dovetails, make perpendicular back cord 2a and positioning plate 3
It is connected；
Step 3: placing aluminum alloy pattern plate 1 in the top of positioning plate 3, several horizontal back cords are set to perpendicular back with the height such as 40cm later
It is simultaneously that the parallel perpendicular back cord 2a and two of two parallel aluminum alloy pattern plates 1, two is flat using Screw arbor with nut at both-ends 2c between stupefied 2a and aluminum alloy pattern plate 1
The horizontal back cord 2b of row links together；
Step 4: hound 7 is arranged on the inside of building between the perpendicular back cord 2a and ground of one side, erect back cord 2a and ground with pendulum
One end of dynamic screw rod 71 is hinged, and swings the other end of screw rod 71 and the end of hound 7 is mutually threadedly coupled, to use diagonal brace
Bar 7 supports the perpendicular back cord 2a on the inside of building；
Step 5: one piece of positioning plate 3 is respectively arranged on the aluminum alloy pattern plate 1 in outside again into building, and make positioning plate 3 and perpendicular back cord 2
It is mutually fixed, backward four positioning plate 3 and two aluminum alloy pattern plates 1 between casting concrete wall in the space that is formed, after concrete curing,
Remove perpendicular back cord 2a, horizontal back cord 2b, aluminum alloy pattern plate 1, the positioning plate 3 of lower section, the positioning plate 3 of building inside front, hound 7 and
Screw arbor with nut at both-ends 2c；
Step 6: setting flushes and the surrounded area of oversite concrete wall with 3 top edge of positioning plate of top on the inside of building
Operating platform 5, the lower section of operating platform 5 supports with several support tubes 6, and I-steel 8 is also lined between support tube 6 and ground；
Step 7: being built the aluminum alloy pattern plate 1 of dismounting respectively onto the positioning plate 3 and operating platform 5 of top, step 2 is repeated to step
Rapid four operation, to the middle casting concrete wall of two aluminum alloy pattern plates 1；
Step 8: the positioning plate 3 of side-lower outside original building is transferred to aluminum alloy pattern plate after the concrete walls solidification in step 7
1 top, and be arranged in building in step 7 concrete walls are contour and the surrounded area of oversite concrete wall
Horizontal aluminum alloy pattern plate 1, the lower section of horizontal aluminum alloy pattern plate 1 is also supported by support tube 6, is also lined between support tube 6 and operating platform 5
I-steel 8；
Step 9: the casting concrete floor between horizontal aluminum alloy pattern plate 1 and positioning plate 3, after concrete floor solidification, from
All structures of upper and lower dismounting.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (10)
1. a kind of tall and big formwork system of aluminum alloy mould plate, including being affixed on the aluminum alloy pattern plate (1) of metope two sides and for fixing aluminum alloy pattern plate
(1) perpendicular back cord (2a) and horizontal back cord (2b), it is characterised in that: further include the positioning plate above and below aluminum alloy pattern plate (1)
(3), compact heap (4) are additionally provided between the perpendicular back cord (2a) and positioning plate (3).
2. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 1, it is characterised in that: the positioning plate (3)
Dovetails (31) are had towards compact heap (4) side, the compact heap (4) is provided with and dovetails (31) phase towards positioning plate (3)
Matched dovetail groove (41).
3. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 2, it is characterised in that: the dovetail groove (41)
It is configured along vertical direction with dovetails (31).
4. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 1, it is characterised in that: including being located at building
The lower section of the operating platform (5) of intermediate altitude, operating platform (5) is equipped with liftable support tube (6).
5. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 4, it is characterised in that: the support tube (6)
Including outer tube (62) and the inner tube (61) that can be stretched in outer tube (62), said inner tube (61) is provided with round along vertical direction
(611), the outer tube (62) is provided with the corresponding location hole (621) of a round (611), and round (611) and location hole (621) are interior
It is equipped with bolt (64).
6. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 5, it is characterised in that: said inner tube (61)
Surface has a tooth-arranging strip (612), and said inner tube (61) and outer tube (62) are equipped with a hand handle (63) together, the hand handle (63) in
With the gear (631) to match with rack gear (612) in inner tube (61).
7. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 4, it is characterised in that: described on the inside of metope
Hound (7) are equipped between perpendicular back cord (2) and operating platform (5).
8. the tall and big formwork system of a kind of aluminum alloy mould plate according to claim 7, it is characterised in that: the perpendicular back cord (2)
It is equipped with corresponding swing screw rod (71) with operating platform (5), the both ends of the hound (7) are by swinging screw rod (71) point
It is not connected with perpendicular back cord (2) and operating platform (5).
9. a kind of installation method of the tall and big formwork system of aluminum alloy mould plate, including following construction procedure:
S1, along the face profile of building the mutually equidistant two positioned parallels plate (3) of same metope width is set on the ground；
S2, perpendicular back cord (2) are made to be connected with positioning plate (3) by compact heap (4)；
S3, aluminum alloy pattern plate (1) is placed in the top of positioning plate (3), it later will be several horizontal away to wait height to be set to perpendicular back cord
Between (2a) and aluminum alloy pattern plate (1), using Screw arbor with nut at both-ends (2c) simultaneously by two parallel aluminum alloy pattern plates (1), two parallel perpendicular back cords
(2a) and horizontal back cord (2b) link together；
Hound (7) are set between the perpendicular back cord (2a) and ground of one side on the inside of S4, building, for supporting on the inside of building
Aluminum alloy pattern plate (1)；
S5, one piece of positioning plate (3) is respectively set on the aluminum alloy pattern plate (1) in outside again into building, and makes positioning plate and perpendicular back cord (2)
It is mutually fixed, backward four positioning plate (3) and two aluminum alloy pattern plates (1) between casting concrete wall in the space that is formed, consolidate to concrete
After change, remove perpendicular back cord (2a), horizontal back cord (2b), aluminum alloy pattern plate (1), lower section positioning plate (3), building inside front positioning
Plate (3), hound (7) and Screw arbor with nut at both-ends (2c)；
S6, setting is flushed with positioning plate (3) top edge of top and the surrounded area of oversite concrete wall on the inside of building
The lower section of operating platform (5), operating platform (5) is supported with several support tubes (6)；
S7, the aluminum alloy pattern plate (1) of dismounting is built respectively onto the positioning plate (3) and operating platform (5) of top, repeats S2 to S4's
Operation, to the middle casting concrete wall of two aluminum alloy pattern plates (1)；
S8, after in S7 concrete walls solidification after, the positioning plate (3) of side-lower outside original building is transferred to aluminum alloy pattern plate (1)
Top, and level contour with the concrete walls in S7 and the surrounded area of oversite concrete wall is set in building
Aluminum alloy pattern plate (1), the lower section of horizontal aluminum alloy pattern plate (1) are also supported by support tube (6)；
S9, the casting concrete floor between horizontal aluminum alloy pattern plate (1) and positioning plate (3), after concrete floor solidification, from
All structures of upper and lower dismounting.
10. a kind of installation method of the tall and big formwork system of aluminum alloy mould plate according to claim 9, it is characterised in that: institute
It states and is additionally provided with I-steel (8) between support tube (6) and ground or operating platform (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201810410216.3A CN110439260A (en) | 2018-05-02 | 2018-05-02 | The tall and big formwork system of aluminum alloy mould plate and its installation method |
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| CN201810410216.3A CN110439260A (en) | 2018-05-02 | 2018-05-02 | The tall and big formwork system of aluminum alloy mould plate and its installation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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| CN112459485A (en) * | 2020-10-29 | 2021-03-09 | 中国一冶集团有限公司 | Circular concrete awl is fought inboard template reinforcing support frame device |
| CN112459485B (en) * | 2020-10-29 | 2022-01-25 | 中国一冶集团有限公司 | Circular concrete awl is fought inboard template reinforcing support frame device |
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