CN107060323B - A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open - Google Patents
A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open Download PDFInfo
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- CN107060323B CN107060323B CN201710102488.2A CN201710102488A CN107060323B CN 107060323 B CN107060323 B CN 107060323B CN 201710102488 A CN201710102488 A CN 201710102488A CN 107060323 B CN107060323 B CN 107060323B
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- aluminum alloy
- alloy mould
- mould plate
- wall
- load bearing
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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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
- E04G17/0751—One-piece elements
- E04G17/0752—One-piece elements fully recoverable
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of morning of pulling-on piece structure aluminum alloy mould plate to tear construction method open, aluminum alloy mould plate is fixedly supported on building wall by pull-tab and triangular support, it is not only convenient for disassembly and assembly, and accessory used in it greatly reduces, the forming degree and presentation quality of load bearing wall are improved simultaneously, without iron plate pre-buried in floor or expansion bolt is beaten, can more guarantee the stable structure of plate face.Using early dismantling head, the premature removal of aluminum alloy mould plate is realized in the case where guaranteeing that concrete structure is stablized, to improve construction speed；Aluminum alloy mould plate is supported using diagonal brace.Construction method of the invention saves attachment, easy to operate, greatly improves construction efficiency and construction quality.
Description
Technical field
The invention belongs to modular architectural fields, and in particular to a kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction open
Method.
Background technique
Concrete structure engineering is made of form work engineering, reinforced bar engineering and concrete works three main work post engineerings.It builds
Building mould makes reinforced concrete structure and molding component to design strength, there is certain maintenance action.Form work engineering refers to bearing
The whole system of young concrete.Formwork structure is mainly made of template, support construction and three part of connector.Template is straight
Contact the force bearing plate of young concrete；Support construction is then the temporary structure of supporting template, concrete and construction loads, is protected
Card formwork structure combines securely, makes that its is indeformable, does not destroy；Connector is that template is connect to integral match with support construction
Part.
Currently, can save that plastering expense, recovery value be high, the advantages such as reusable since aluminum alloy mould plate has, open
Beginning is largely used to building trade.Most aluminum alloy pattern plates are also using traditional Screw arbor with nut at both-ends template system, this system requirements
Every first floor plate is required to the disposable auxiliary materials such as cement fixed column, reinforcing bar fixed column or screw rod set, causes cost too high.And
And Screw arbor with nut at both-ends vibrate there are the tight and loose, vibrating head of screw after the problems such as loosening, precision not can guarantee.
With developer and general contractor requires the construction quality of aluminum alloy pattern plate and schedule requirement is higher and higher, Screw arbor with nut at both-ends
Template system have to the to increase dosage of the steels attachmentes such as back cord, diagonal brace, various connecting rods guarantees quality, this and aluminum alloy mould plate
Energy-saving and emission-reducing, recycling, rapid construction developing direction run in the opposite direction.
Therefore, save attachment, rapid construction will become the research emphasis of building engineering field, the prior art is to be improved
And development.
Summary of the invention
The purpose of the present invention is to provide a kind of pulling-on piece structure aluminum alloy mould plates early to tear system and construction method open, can not only
Aluminum alloy mould plate is quickly firmly installed fixation, meanwhile, convenient disassembly few using accessory.
In order to achieve the above object, the specific technical solution of the present invention is as follows:
A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open, comprising the following steps:
1) steel bar column for constructing load bearing wall is built on building ground, according to building structure, in the periphery of the steel bar column
Aluminum alloy mould plate is installed, the aluminum alloy mould plate is located on the interior wall of pre-formed load bearing wall and the outer wall of exterior wall, passes through
Aluminum alloy mould plate on the fixed exterior wall of gusseted and interior wall；
2) pull-tab is installed respectively at the edge of the upper and lower ends of the aluminum alloy mould plate, the aluminum alloy mould plate is equipped with
Card slot, the pull-tab are fixed in the card slot；
3) lift supporting rod one end is supported on building ground, the other end supports the aluminium on spandrel girder to close by early dismantling head
Golden template keeps the aluminum alloy mould plate on the spandrel girder parallel with building ground；
4) ground aluminum alloy mould plate is set on building ground, and the bottom of the gusseted is pressed in the ground aluminium alloy mould
On plate, at the top of both wings mutually step up on the aluminum alloy mould plate on the load bearing wall；
5) it is poured between the aluminum alloy mould plate between the aluminum alloy mould plate on the load bearing wall and on spandrel girder respectively
Concrete forms the load bearing wall and the spandrel girder after solidifying respectively, while pouring on the ground aluminum alloy mould plate mixed
Solidifying soil, forms building ground or layer top surface；
6) aluminum alloy mould plate on load bearing wall is removed after 12h, and the pull-tab for being used to fix aluminum alloy mould plate is removed；
7) aluminum alloy mould plate on the aluminum alloy mould plate and building ground on spandrel girder is removed after 24-36h；
8) early dismantling head and lift supporting rod are removed after 10 days again.
Further, in step 1), pass through the middle part of the aluminum alloy mould plate on the fixed exterior wall of gusseted and interior wall
It specifically includes:
First the aluminum alloy mould plate on interior wall and exterior wall is fixed using pull-tab, steps up aluminium alloy using gusseted later
The middle part of template later again removes the pulling-on piece of setting.
Further, in step 1), the both wings of the gusseted are respectively concertina type elastic rod, the top of the both wings
It is equipped with through-hole, fixed card buckle will be fastened on described by the mutual clamping of the through-hole at the top of the both wings of the gusseted
The middle part of aluminum alloy mould plate on load bearing wall.
Further, the both ends of the triangular support bottom are respectively equipped with articulation piece, the articulation piece and the ground
Aluminum alloy mould plate is hinged.
Further, the triangular support includes the support rod of bottom regular length and the telescopic rod of both wings；
The telescopic rod of both wings includes fixed link, adjustable spring and fixing pipe, and the adjustable spring includes two, point
It is not located at the both ends of the fixed link, the length of the fixed link is less than or equal to the length of the fixing pipe, is located at the fixation
In pipe, middle part is fixed on the inner wall of the fixing pipe.
Further, both sides are equipped with symmetrical gap to the pull-tab up and down, on every side between two gap
Distance is identical as the thickness of the load bearing wall.
It further, further include first being brushed on the inner wall of the aluminum alloy mould plate before the aluminum alloy mould plate is installed
Release agent.
The pulling-on piece structure aluminum alloy mould plate provided through the invention early tears system and construction method open, passes through pull-tab and triangle
Aluminum alloy mould plate is fixedly supported on building wall by shape support, not only convenient for disassembly and assembly, but also accessory used in it is significantly
It reduces, while improving the forming degree and presentation quality of load bearing wall, without the pre-buried iron plate in floor or beat expansion bolt, more can
Enough guarantee the stable structure of plate face.Using early dismantling head, aluminum alloy mould plate is realized in the case where guaranteeing that concrete structure is stablized
Premature removal, to improve construction speed；Aluminum alloy mould plate is supported using diagonal brace.Construction method of the invention saves attachment, behaviour
Make simply, to greatly improve construction efficiency and construction quality.
Detailed description of the invention
Fig. 1 is a kind of morning of pulling-on piece structure aluminum alloy mould plate provided by the invention to tear construction method flow chart open；
Fig. 2 is the structural schematic diagram that pulling-on piece structure aluminum alloy mould plate early tears system open in the present invention；
1, building ground, 2, aluminum alloy mould plate, 3, triangular support, 4, pull-tab, 5, lift supporting rod, 6, early dismantling head,
7, load bearing wall, 8, spandrel girder.
Specific embodiment
Embodiments of the present invention will be described with reference to the accompanying drawing.
A kind of morning of pulling-on piece structure aluminum alloy mould plate tears construction method open, as depicted in figs. 1 and 2, comprising the following steps:
1) steel bar column for constructing load bearing wall 7 is built on building ground 1, according to building structure, in the outer of the steel bar column
Installation aluminum alloy mould plate 2 is enclosed, the aluminum alloy mould plate 2 is located on the pre-formed interior wall of load bearing wall 7 and the outer wall of exterior wall,
Pass through the middle part of the aluminum alloy mould plate 2 on the fixed exterior wall of gusseted and interior wall.
For the ease of disassembly, preferably before installing the aluminum alloy mould plate 2, first in the inner wall of the aluminum alloy mould plate 2
Upper brush release agent.
The both wings of the gusseted are respectively concertina type elastic rod, and through-hole, fixing card are equipped at the top of the both wings
Button will be fastened on aluminium alloy mould on the load bearing wall 7 by the mutual clamping of the through-hole at the top of the both wings of the gusseted
On plate 2.Or multiple gusseteds also can be set, the upper, middle and lower position of aluminum alloy mould plate 2 is carried out stepping up to fix respectively, energy
Pull-tab 4 is enough less used, meanwhile, fixation is more firm, and fixed effect is more preferable.
It is specifically included by the middle part of the aluminum alloy mould plate 2 on the fixed exterior wall of gusseted and interior wall:
It is first using pull-tab 4 that the aluminum alloy mould plate 2 on interior wall and exterior wall is fixed, step up aluminium using gusseted later and closes
The middle part of golden template 2 later again removes the pulling-on piece of setting.
The both ends of 3 bottom of triangular support are respectively equipped with articulation piece, the articulation piece and the ground aluminium alloy mould
Plate 2 is hinged.
It is preferred that the triangular support 3 includes the support rod of bottom regular length and the telescopic rod of both wings；
The telescopic rod of both wings includes fixed link, adjustable spring and fixing pipe, and the adjustable spring includes two, point
It is not located at the both ends of the fixed link, the length of the fixed link is less than or equal to the length of the fixing pipe, is located at the fixation
In pipe, middle part is fixed on the inner wall of the fixing pipe.
2) pull-tab 4 is installed respectively at the edge of the upper and lower ends of the aluminum alloy mould plate 2, on the aluminum alloy mould plate 2
Equipped with card slot, the pull-tab 4 is fixed in the card slot.
About 4 both sides of pull-tab are equipped with symmetrical gap, the distance between two gap and institute on every side
The thickness for stating load bearing wall 7 is identical.
3) 5 one end of lift supporting rod is supported on building ground 1, the other end is supported on spandrel girder 8 by early dismantling head 6
Aluminum alloy mould plate 2 keeps the aluminum alloy mould plate 2 on the spandrel girder 8 parallel with building ground 1.
4) ground aluminum alloy mould plate 2 is set on building ground 1, and the bottom of the gusseted is pressed in the ground aluminium alloy
In template 2, at the top of both wings mutually step up the middle part of the aluminum alloy mould plate 2 on the load bearing wall 7.
5) respectively between the aluminum alloy mould plate 2 between the aluminum alloy mould plate 2 on the load bearing wall 7 and on spandrel girder 8
Casting concrete forms the load bearing wall 7 and the spandrel girder 8 after solidifying respectively, while on the ground aluminum alloy mould plate 2
Casting concrete forms building ground 1 or layer top surface.
6) aluminum alloy mould plate 2 on load bearing wall 7 is removed after 12h, and the pull-tab 4 for being used to fix aluminum alloy mould plate 2 is torn open
It removes.
7) aluminum alloy mould plate 2 on the aluminum alloy mould plate 2 and building ground 1 on spandrel girder 8 is removed after 24-36h.
8) early dismantling head 6 and lift supporting rod 5 are removed after 10 days again.
Pulling-on piece structure aluminum alloy mould plate 2 provided by the invention is early to tear system and construction method open, passes through pull-tab 4 and triangle
Aluminum alloy mould plate 2 is fixedly supported on building wall by support 3, not only convenient for disassembly and assembly, but also accessory used in it is significantly
It reduces, while improving the forming degree and presentation quality of load bearing wall 7, without the pre-buried iron plate in floor or beat expansion bolt, more
It can guarantee the stable structure of plate face.Using early dismantling head 6, aluminum alloy mould plate is realized in the case where guaranteeing that concrete structure is stablized
2 premature removal, to improve construction speed；Aluminum alloy mould plate 2 is supported using diagonal brace.Construction method of the invention is saved attached
Part, it is easy to operate, greatly improve construction efficiency and construction quality.
More than, although the description of several embodiments of the invention, but these embodiments are intended only as example proposition
, it is not intended to limit the scope of the present invention.For these new embodiments, can be implemented with various other ways,
In the range of not departing from the gist of the invention, it is able to carry out various omissions, displacement and change.These embodiments and its change
Shape while being contained in scope and spirit of the present invention, is also contained in the invention recorded in claims and its impartial model
In enclosing.
Claims (6)
1. a kind of pulling-on piece structure aluminum alloy mould plate early tears construction method open, which comprises the following steps:
1) steel bar column for constructing load bearing wall is built on building ground, according to building structure, in the periphery installation of the steel bar column
Aluminum alloy mould plate, the aluminum alloy mould plate are located in the inner wall surface and wall face of pre-formed load bearing wall, pass through triangle branch
Aluminum alloy mould plate on the fixed wall face of support and inner wall surface；
The triangular support includes the support rod of bottom regular length and the telescopic rod of both wings；The telescopic rod of both wings wraps
Fixed link, adjustable spring and fixing pipe are included, the adjustable spring includes two, is respectively provided at the both ends of the fixed link, described
The length of fixed link is less than or equal to the length of the fixing pipe, is located in the fixing pipe, and middle part is fixed on the fixing pipe
Inner wall on；
2) pull-tab is installed respectively at the edge of the upper and lower ends of the aluminum alloy mould plate, the aluminum alloy mould plate is equipped with card
Slot, the pull-tab are fixed in the card slot；
3) lift supporting rod one end is supported on building ground, the other end supports the aluminium alloy mould on spandrel girder by early dismantling head
Plate keeps the aluminum alloy mould plate on the spandrel girder parallel with building ground；
4) ground aluminum alloy mould plate is set on building ground, and the bottom of the gusseted is pressed in the ground aluminum alloy mould plate
On, at the top of both wings be mutually clamped on the aluminum alloy mould plate on the load bearing wall；
5) coagulation is poured between the aluminum alloy mould plate between the aluminum alloy mould plate on the load bearing wall and on spandrel girder respectively
Soil forms the load bearing wall and the spandrel girder, while the casting concrete on the ground aluminum alloy mould plate after solidifying respectively,
Form building ground or layer top surface；
6) aluminum alloy mould plate on load bearing wall is removed after 12h, and the pull-tab for being used to fix aluminum alloy mould plate is removed；
7) aluminum alloy mould plate on the aluminum alloy mould plate and building ground on spandrel girder is removed after 24-36h；
8) early dismantling head and lift supporting rod are removed after 10 days again.
2. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears construction method open, which is characterized in that step 1)
In, by being specifically included in the middle part of the aluminum alloy mould plate in the fixed wall face of gusseted and inner wall surface:
First the aluminum alloy mould plate in inner wall surface and wall face is fixed using pull-tab, clamps aluminium alloy using gusseted later
The middle part of template later again removes the pull-tab of setting.
3. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears construction method open, which is characterized in that step 1)
In, the both wings of the gusseted are respectively concertina type elastic rod, and through-hole is equipped at the top of the both wings, and the through hole is set
There is fixed card buckle, the top of the both wings of the gusseted is fastened on aluminium alloy mould on the load bearing wall by the fixed card buckle
The middle part of plate.
4. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 3 early tears construction method open, which is characterized in that described three
The both ends of angular support bottom are respectively equipped with articulation piece, and the articulation piece and the ground aluminum alloy mould plate are hinged.
5. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears construction method open, which is characterized in that described
Both sides are equipped with symmetrical gap to pull-tab up and down, and the distance between two gap are identical as the thickness of the load bearing wall on every side.
6. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears construction method open, which is characterized in that further include
Before the aluminum alloy mould plate is installed, the first brush release agent on the inner wall of the aluminum alloy mould plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710102488.2A CN107060323B (en) | 2017-02-24 | 2017-02-24 | A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710102488.2A CN107060323B (en) | 2017-02-24 | 2017-02-24 | A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open |
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| Publication Number | Publication Date |
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| CN107060323A CN107060323A (en) | 2017-08-18 |
| CN107060323B true CN107060323B (en) | 2019-02-22 |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374320A (en) * | 2019-07-25 | 2019-10-25 | 北京奥克森节能环保科技有限公司 | A kind of steel forms slab supporting method |
| CN112227521A (en) * | 2020-10-21 | 2021-01-15 | 北京住总第六开发建设有限公司 | Construction method of one-step formed assembly type project |
| CN114319839B (en) * | 2022-02-07 | 2023-11-14 | 晟通科技集团有限公司 | Basement template building method |
| CN115288442B (en) * | 2022-08-10 | 2023-10-13 | 中国建筑第八工程局有限公司 | Temperature control device and method suitable for ultra-thick concrete construction |
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| CN205935641U (en) * | 2016-08-24 | 2017-02-08 | 天津市兴业龙祥建设工程有限公司 | Template formwork system of aluminum alloy shear force wall |
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|---|---|---|---|---|
| CN203066476U (en) * | 2013-01-09 | 2013-07-17 | 安徽三建工程有限公司 | Adjustable triangular support for plywood wall template with steel frame |
| CN104727544A (en) * | 2013-12-21 | 2015-06-24 | 中建四局第三建筑工程有限公司 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
| CN103669833A (en) * | 2013-12-29 | 2014-03-26 | 中国建筑第七工程局有限公司 | Formwork early-dismantling system |
| CN205172006U (en) * | 2015-11-18 | 2016-04-20 | 杨翔 | Combined material template to drawing device |
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| CN107060323A (en) | 2017-08-18 |
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