CN107060323A - 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
- Publication number
- CN107060323A CN107060323A CN201710102488.2A CN201710102488A CN107060323A CN 107060323 A CN107060323 A CN 107060323A CN 201710102488 A CN201710102488 A CN 201710102488A CN 107060323 A CN107060323 A CN 107060323A
- Authority
- CN
- China
- Prior art keywords
- aluminum alloy
- mould plate
- alloy mould
- pulling
- construction method
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- 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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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
- E04G11/06—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
Abstract
Construction method is torn open the invention discloses a kind of morning of pulling-on piece structure aluminum alloy mould plate, aluminum alloy mould plate is fixedly supported on building wall by pull-tab and triangular support, not only convenient disassembly, and the accessory wherein used greatly reduces, the forming degree and presentation quality of load bearing wall are improved simultaneously, without pre-buried iron plate or beating expansion bolt in floor, the Stability Analysis of Structures of plate face more ensure that.Using early dismantling head, the premature removal of aluminum alloy mould plate is realized in the case where ensureing that concrete structure is stable, so as to improve construction speed；Aluminum alloy mould plate is supported using diagonal brace.The construction method of the present invention saves annex, simple to operate, greatly improves efficiency of construction and construction quality.
Description
Technical field
The invention belongs to modular architectural field, and in particular to a kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction open
Method.
Background technology
Concrete structure engineering is made up of form work engineering, reinforced bar engineering and the main work post engineering of concrete works three.Build
Building mould makes reinforced concrete structure and molding component to design strength, there is certain maintenance action.Form work engineering refers to supporting
The whole system of young concrete.Formwork structure is mainly made up of template, supporting construction and the part of connector three.Template is straight
Contact the force bearing plate of young concrete；Supporting construction is then the temporary structure of supporting template, concrete and construction loads, is protected
Card formwork structure is combined securely, makes that its is indeformable, do not destroy；Connector is that template is connected into integral match somebody with somebody with supporting construction
Part.
At present, the advantages such as the expense of plastering, recovery value be high, reusable can be saved because aluminum alloy mould plate has, opened
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
The disposable auxiliary material such as cement fixed column, reinforcing bar fixed column or screw sleeve is required to per first floor plate, causes cost too high.And
And, after Screw arbor with nut at both-ends has that the tight and loose, vibrating head of screw vibrates, precision can not ensure.
The construction quality requirement to aluminum alloy pattern plate and schedule requirement more and more higher, Screw arbor with nut at both-ends with developer and general contractor
Template system has to increase back cord, diagonal brace, the consumption of the steel annex such as various connecting rods and ensures quality, this and aluminum alloy mould plate
Energy-saving and emission-reducing, recycling, the developing direction of rapid construction run in the opposite direction.
Therefore, annex, rapid construction are saved by the research emphasis as building engineering field, prior art is needed to be improved
And development.
The content of the invention
System and construction method are early torn open it is an object of the invention to provide a kind of pulling-on piece structure aluminum alloy mould plate, 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, concrete technical scheme of the invention is as follows：
A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open, 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 of the steel bar column
Aluminum alloy mould plate is installed, the aluminum alloy mould plate on the interior wall of pre-formed load bearing wall and the outer wall of exterior wall, passes through respectively
The aluminum alloy mould plate that gusseted is fixed on the exterior wall and interior wall；
2) pull-tab is respectively mounted at the edge of the upper and lower ends of the aluminum alloy mould plate, the aluminum alloy mould plate is provided with
Neck, the pull-tab is fixed in the neck；
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, makes 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, the both wings at the top of it mutually step up on the aluminum alloy mould plate on the load bearing wall；
5) poured respectively between the aluminum alloy mould plate between the aluminum alloy mould plate on the load bearing wall and on spandrel girder
Concrete, the load bearing wall and the spandrel girder are formed after solidifying respectively, while mixed to pouring on the ground aluminum alloy mould plate
Solidifying soil, forms building ground or layer top surface；
6) aluminum alloy mould plate on load bearing wall is removed after 12h, and will be removed for the pull-tab for fixing aluminum alloy mould plate；
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, step 1) in, the middle part for the aluminum alloy mould plate fixed by gusseted on the exterior wall and interior wall
Specifically include：
First the aluminum alloy mould plate on interior wall and exterior wall is fixed using pull-tab, steps up aluminium alloy using gusseted afterwards
The middle part of template, afterwards again removes the pulling-on piece of setting.
Further, step 1) in, the both wings of the gusseted are respectively concertina type elastic rod, the top of the both wings
Portion is equipped with through hole, and fixation snaps through the mutual clamping of the through hole, will be fastened on institute at the top of the both wings of the gusseted
State the middle part of aluminum alloy mould plate on load bearing wall.
Further, the two ends of the triangular support bottom are respectively equipped with articulated elements, the articulated elements and the ground
Aluminum alloy mould plate is hinged.
Further, the triangular support includes the support bar of bottom regular length and the expansion link of both wings；
The expansion link of both wings includes fix bar, adjustable spring and fixing pipe, and the adjustable spring includes two, point
The two ends of the fix bar are not located at, and the length of the fix bar is less than or equal to the length of the fixing pipe, is located at the fixation
In pipe, its middle part is fixed on the inwall of the fixing pipe.
Further, both sides are provided with symmetrical gap, every side between two gap above and below described pull-tab
Distance is identical with the thickness of the load bearing wall.
Further, it is additionally included in before the installation aluminum alloy mould plate, is first brushed on the inwall of the aluminum alloy mould plate
Releasing agent.
The pulling-on piece structure aluminum alloy mould plate provided by the present 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 disassembly, and the accessory wherein used is significantly
Reduce, while improve 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 ensure the Stability Analysis of Structures of plate face.Using early dismantling head, aluminum alloy mould plate is realized in the case where ensureing that concrete structure is stable
Premature removal, so as to improve construction speed；Aluminum alloy mould plate is supported using diagonal brace.The construction method of the present invention saves annex, behaviour
Make simple, greatly improve efficiency of construction and construction quality.
Brief description of the drawings
A kind of morning for pulling-on piece structure aluminum alloy mould plate that Fig. 1 provides for the present invention tears construction method flow chart open；
Fig. 2 early tears the structural representation of system open for pulling-on piece structure aluminum alloy mould plate in the present invention；
1st, building ground, 2, aluminum alloy mould plate, 3, triangular support, 4, pull-tab, 5, lift supporting rod, 6, early dismantling head,
7th, load bearing wall, 8, spandrel girder.
Embodiment
Embodiments of the present invention are illustrated below in conjunction with the accompanying drawings.
A kind of morning of pulling-on piece structure aluminum alloy mould plate tears construction method open, as depicted in figs. 1 and 2, comprises 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 respectively,
The middle part for the aluminum alloy mould plate 2 fixed by gusseted on the exterior wall and interior wall.
For the ease of dismounting, preferably before the aluminum alloy mould plate 2 is installed, first in the inwall of the aluminum alloy mould plate 2
Upper brush releasing agent.
The both wings of the gusseted are respectively to be equipped with through hole, fixing card at the top of concertina type elastic rod, 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 can also be set, the upper, middle and lower position of aluminum alloy mould plate 2 is carried out stepping up to fix respectively, energy
It is enough less to use pull-tab 4, meanwhile, fixation is more firm, and fixed effect is more preferable.
The middle part for the aluminum alloy mould plate 2 fixed by gusseted on the exterior wall and interior wall is specifically included：
First the aluminum alloy mould plate 2 on interior wall and exterior wall is fixed using pull-tab 4, steps up aluminium using gusseted afterwards and closes
The middle part of golden template 2, afterwards again removes the pulling-on piece of setting.
The two ends of the bottom of triangular support 3 are respectively equipped with articulated elements, the articulated elements and the ground aluminium alloy mould
Plate 2 is hinged.
It is preferred that, the triangular support 3 includes the support bar of bottom regular length and the expansion link of both wings；
The expansion link of both wings includes fix bar, adjustable spring and fixing pipe, and the adjustable spring includes two, point
The two ends of the fix bar are not located at, and the length of the fix bar is less than or equal to the length of the fixing pipe, is located at the fixation
In pipe, its middle part is fixed on the inwall of the fixing pipe.
2) it is respectively mounted at the edge of the upper and lower ends of the aluminum alloy mould plate 2 on pull-tab 4, the aluminum alloy mould plate 2
Provided with neck, the pull-tab 4 is fixed in the neck.
Described pull-tab is provided with symmetrical gap in both sides about 4, described per the distance between two gap on side and institute
The thickness for stating load bearing wall 7 is identical.
3) one end of lift supporting rod 5 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, makes 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, the both wings at the top of it 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, the load bearing wall 7 and the spandrel girder 8 are formed 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 will be torn open for the pull-tab 4 for fixing aluminum alloy mould plate 2
Remove.
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.
The pulling-on piece structure aluminum alloy mould plate 2 that the present invention is provided early tears 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 disassembly, and the accessory wherein used is significantly
Reduce, while improve 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 ensure that the Stability Analysis of Structures of plate face.Using early dismantling head 6, aluminum alloy mould plate is realized in the case where ensureing that concrete structure is stable
2 premature removal, so as to improve construction speed；Aluminum alloy mould plate 2 is supported using diagonal brace.The construction method of the present invention is saved attached
Part, it is simple to operate, greatly improve efficiency of construction and construction quality.
More than, although several embodiments of the invention is illustrated, 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, it can be implemented in other various modes,
In the range of idea of the invention is not departed from, various omissions, displacement can be carried out and changed.These embodiments and its change
Shape, the invention being also contained in described in claims while being contained in scope and spirit of the present invention and its impartial model
In enclosing.
Claims (7)
1. a kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open, it is characterised in that comprise the following steps：
1) steel bar column for constructing load bearing wall is built on building ground, according to building structure, is installed in the periphery of the steel bar column
Aluminum alloy mould plate, the aluminum alloy mould plate on the interior wall of pre-formed load bearing wall and the outer wall of exterior wall, passes through triangle respectively
Aluminum alloy mould plate on the support fixed exterior wall and interior wall；
2) pull-tab is respectively mounted at the edge of the upper and lower ends of the aluminum alloy mould plate, the aluminum alloy mould plate is provided with card
Groove, the pull-tab is fixed in the neck；
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, makes 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, the both wings at the top of it mutually step up 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, the load bearing wall and the spandrel girder are formed after solidifying respectively, while to casting concrete on the ground aluminum alloy mould plate,
Form building ground or layer top surface；
6) aluminum alloy mould plate on load bearing wall is removed after 12h, and will be removed for the pull-tab for fixing aluminum alloy mould plate；
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 system and construction method open, it is characterised in that
Step 1) in, fixed and specifically included in the middle part of the aluminum alloy mould plate on the exterior wall and interior wall by gusseted：
First the aluminum alloy mould plate on interior wall and exterior wall is fixed using pull-tab, steps up aluminum alloy mould plate using gusseted afterwards
Middle part, the pull-tab of setting is removed again afterwards.
3. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears system and construction method open, it is characterised in that
Step 1) in, the both wings of the gusseted are respectively to be equipped with through hole, fixing card at the top of concertina type elastic rod, the both wings
Button will be fastened on aluminum alloy mould plate on the load bearing wall by the mutual clamping of the through hole at the top of the both wings of the gusseted
Middle part.
4. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 3 early tears system and construction method open, it is characterised in that
The two ends of the triangular support bottom are respectively equipped with articulated elements, and the articulated elements is hinged with the ground aluminum alloy mould plate.
5. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 3 or 4 early tears system and construction method open, its feature exists
In the triangular support includes the support bar of bottom regular length and the expansion link of both wings；
The expansion link of both wings includes fix bar, adjustable spring and fixing pipe, and the adjustable spring includes two, set respectively
At the two ends of the fix bar, the length of the fix bar is less than or equal to the length of the fixing pipe, is located in the fixing pipe,
Its middle part is fixed on the inwall of the fixing pipe.
6. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears system and construction method open, it is characterised in that
Both sides are provided with symmetrical gap above and below described pull-tab, described per the distance between two gap on side and the load bearing wall
Thickness is identical.
7. a kind of pulling-on piece structure aluminum alloy mould plate according to claim 1 early tears system and construction method open, it is characterised in that
It is additionally included in before the installation aluminum alloy mould plate, first the brush releasing agent on the inwall 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107060323A true CN107060323A (en) | 2017-08-18 |
| CN107060323B CN107060323B (en) | 2019-02-22 |
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|---|---|---|---|
| CN201710102488.2A Active 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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| CN (1) | CN107060323B (en) |
Cited By (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 |
| CN114319839A (en) * | 2022-02-07 | 2022-04-12 | 晟通科技集团有限公司 | Basement template building method |
| CN115288442A (en) * | 2022-08-10 | 2022-11-04 | 中国建筑第八工程局有限公司 | Temperature control device and method suitable for super-thick concrete construction |
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| CN205400059U (en) * | 2016-03-03 | 2016-07-27 | 李忠伟 | Novel aluminum alloy template is to pulling -on piece system |
| CN106049852A (en) * | 2016-05-24 | 2016-10-26 | 成都市第建筑工程公司 | Tool type aluminum alloy formwork and construction method thereof |
| 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 |
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| 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 |
| CN114319839A (en) * | 2022-02-07 | 2022-04-12 | 晟通科技集团有限公司 | Basement template building method |
| CN114319839B (en) * | 2022-02-07 | 2023-11-14 | 晟通科技集团有限公司 | Basement template building method |
| CN115288442A (en) * | 2022-08-10 | 2022-11-04 | 中国建筑第八工程局有限公司 | Temperature control device and method suitable for super-thick concrete construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107060323B (en) | 2019-02-22 |
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