CN106499173B - The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology - Google Patents
The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology Download PDFInfo
- Publication number
- CN106499173B CN106499173B CN201611072871.XA CN201611072871A CN106499173B CN 106499173 B CN106499173 B CN 106499173B CN 201611072871 A CN201611072871 A CN 201611072871A CN 106499173 B CN106499173 B CN 106499173B
- Authority
- CN
- China
- Prior art keywords
- aluminum alloy
- alloy mould
- supporting mechanism
- mould plate
- support rod
- 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.)
- Active
Links
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
- E04G11/36—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
-
- 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
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 present invention relates to aluminum alloy mould plates and supporting mechanism that building floor construction is used for based on BIM technology.Including 20 pieces or more of aluminum alloy mould plate, 20 pieces or more of aluminum alloy mould plate is arranged in plane, is equipped with supporting mechanism between aluminum alloy mould plates more than every four column;Supporting mechanism includes that upright support rod and two support beams, the two sides of two support beams respectively connected adjacent aluminum alloy mould plate;The junction of two support beams is equipped with connection supporting mechanism, and the connection supporting mechanism, which rises, reinforces supporting role.For in architecture construction, the pouring concrete construction completion of floor, when concrete strength reaches the 50% of design strength, the time 72~96 hours, only reservation supporting mechanism to undertake top dead load and dynamic load, i.e., detachable aluminum alloy mould plate.
Description
Technical field
The invention belongs to architecture construction technical fields, and in particular to template mechanism group used in building floor construction
Part and installation method.
Background technique
With the gradually popularization of BIM technology software in construction projects, for green construction, environmental protection and energy saving, efficiently construction
Dissemination it is great.The utilization of aluminum alloy mould plate based on BIM technology improves the integral construction efficiency of building trade,
Construction material, all saves on labo r usage very much, and recovery utilization rate is high, can have enough to meet the need multiple projects recyclings.Scene substantially without
Building waste.Aluminum alloy mould plate system and support system carry out integrated design, and upper and lower vertical transport only needs that special biography is arranged
Material mouth, which can be realized, manually has bad luck, and is not take up the crane machine time, turnaround speed is fast;The number of turnover is more, after turnover 80-100 times
Just have slight deformation;Template size is accurate, and Surface Quality of Concrete can reach clear-water concrete effect, and inside and outside metope can be with
Realization exempts to plaster, and saves mortar, reduces hollowing and reprocesses, and reduces building waste and throws aside.
The shortcomings of the prior art are that then carrying out floor when aluminum alloy mould plate system and support system construction are completed
Pouring concrete construction, concrete casting complete needs sizings in two weeks or more, can just disassemble aluminum alloy mould plate, aluminium alloy
Template to be used in turn the period longer.
Summary of the invention
In order to shorten the period that is used in turn of aluminum alloy mould plate, the present invention provides one kind based on BIM technology for building
The aluminum alloy mould plate mechanism of floor slab construction.
It include 20 pieces or more of aluminium alloy mould based on the aluminum alloy mould plate mechanism that BIM technology is used for building floor construction
Plate 1 and supporting mechanism;20 pieces or more of aluminum alloy mould plate 1 is arranged in plane, sets between aluminum alloy mould plates 1 more than every four column
There is supporting mechanism;The supporting mechanism includes that upright support rod 2 and two support beams 31, the upper end of support rod 2 are connected to
The junction of two support beams 31, the two sides of two support beams 31 respectively connected adjacent aluminum alloy mould plate 1;
The junction of two support beams 31 is connected to support rod 2, the connection support by connecting supporting mechanism
Mechanism, which rises, reinforces supporting role;
For in architecture construction, the pouring concrete construction of floor to be completed, when concrete strength reaches design strength
50%, the time 72~96 hours, only retains supporting mechanism and undertake top dead load and dynamic load, i.e., detachable aluminum alloy mould plate 1.
The technical solution further limited is as follows:
The connection supporting mechanism includes jacking block 32, short stay tube 36 and two pieces of connecting plates 33;The jacking block 32 is slot
Steel shape, and two sides are in inverted trapezoidal, bottom area is greater than notch area, the turned-out formation card slot in notch two sides;The short support
One end fixation of pipe 36 is plugged in the notch of jacking block 32, and the other end is located at outside the notch;Two pieces of connecting plates 33 divide
Wei Yu not be in the card slot of notch two sides, the both ends of every piece of connecting plate 33 pass through connection bolt 34 respectively, and to be connected to adjacent support horizontal
Beam 31.
The connection bolt 34 is coniform bolt, and middle part radially offers pin hole, bolt 35 is inserted in pin hole.
The support rod 2 is Adjustable bracing bar, including movable support rod 23 and fixed strut 21, movable support rod 23 and solid
Determine to be connected through a screw thread between support rod 21, threaded connection place is equipped with positioning fastener 22.
Spacing between adjacent supports bar 2 is 1.2m.
Advantageous effects of the invention embody in the following areas:
(1) use structure of the invention, when concrete strength reaches the 50% of design strength, under normal circumstances 72 hours with
Afterwards, the aluminum alloy mould plate for floor casting can be removed, only retains supporting mechanism and undertakes top dead load and dynamic load;Shorten
The turn around time of aluminum alloy mould plate.
(2) supporting mechanism of the invention realizes the prefabricated cutting that can largely reduce scene of batch production, the operation to punch,
The discharge for reducing carbon dioxide isothermal chamber gas, protects environment.From the point of view of cost, the prefabricated of batch production can be effective
The labour's configuration for reducing scene, reduces labor cost.From the point of view of site operation safety, the prefabricated of batch production will be big
Cutting, the consolidation service of amount, which are placed in factory, to be completed, and execute-in-place worker only need to be sufficiently sharp by modular unit sectional
With the existing working time, the working efficiency of existing template assembly is improved greatly.
(3) present invention construction is based on BIM technology, realizes in unit in charge of construction's Design of Construction Organization, can carry out template
Design prepare, required modular unit processes in advance, and factory tries assembly etc., constructs for fining, and greening building energy saving is promoted
Huge effect is played in terms of benefit.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention.
Fig. 2 is aluminum alloy mould plate structural schematic diagram.
Fig. 3 is support rod and two support beam attachment structure schematic diagrams.
Fig. 4 is the structural schematic diagram of supporting mechanism connection support bar, support beam.
Fig. 5 is supporting mechanism and support beam decomposition diagram.
Fig. 6 is connection bolt and latch structure schematic diagram.
Fig. 7 is supporting bar structure schematic diagram.
Fig. 8 is support rod decomposition diagram.
Serial number in upper figure: aluminum alloy mould plate 1, support rod 2, supporting mechanism 3, fixed support rod 21, positioning bolt 22, activity
Support rod 23, support beam 31, jacking block 32, connecting plate 33, connection bolt 34, bolt 35, short strut 36.
Specific embodiment
With reference to the accompanying drawing, the present invention is further described by embodiment.
It referring to Fig. 1 and Fig. 2, include 20 pieces for the aluminum alloy mould plate mechanism of building floor construction based on BIM technology
Above aluminum alloy mould plate 1 and supporting mechanism.20 pieces or more of aluminum alloy mould plate 1 is arranged in plane, aluminium more than every four column
Supporting mechanism is installed between alloy templates 1.Referring to Fig. 3 and Fig. 4, supporting mechanism includes upright support rod 2 and two supports
Crossbeam 31, the upper end of support rod 2 are connected to the junction of two support beams 31, and the two sides of two support beams 31 connect respectively
Then adjacent aluminum alloy mould plate 1.
The junction of two support beams 31 is equipped with connection supporting mechanism, and connection supporting mechanism, which rises, reinforces supporting role.
Referring to figs. 5 and 6, connection supporting mechanism includes jacking block 32, short stay tube 36 and two pieces of connecting plates 33.Jacking block 32 is channel steel
Shape, and two sides are in inverted trapezoidal, bottom area is greater than notch area, the turned-out formation card slot in notch two sides.Short stay tube 36
One end fixation is plugged in the notch of jacking block 32, and the other end is located at outside the notch.Two pieces of connecting plates 33 are located at notch
In the card slot of two sides, the both ends of every piece of connecting plate 33 pass through connection bolt 34 respectively and are connected to adjacent support beam 31.Connection
Bolt 34 is coniform bolt, and middle part radially offers pin hole, bolt 35 is inserted in pin hole.Referring to figs. 7 and 8, it supports
Bar 2 is Adjustable bracing bar, including movable support rod 23 and fixed strut 21, screw thread between movable support rod 23 and fixed strut 21
Connection, threaded connection place are equipped with positioning fastener 22.Spacing between adjacent supports bar 2 is 1.2m.
Specific constructing operation method is as follows:
(1) three-dimensional modeling is converted index bed column, wall, beam, board member modeling to corresponding using BIM modeling software
BIM threedimensional model;
(2) template is simulated, according to BIM threedimensional model, using contact surface needed for concrete formation, that is, formwork erection face feature,
Visualization index bed template system is generated, includes wall, beam, column, template die plate;
(3) template pre-processes, and for wall, beam, plate, the respective detailing requiments of column component, detail treatment and peace tear sequence etc. open,
Design wall, beam, plate, column template unit: predominantly standard module modular unit is equipped with a certain amount of non-standard modulus template list on demand
Member carries out unique identification coding to every piece of modular unit, exports the simultaneously prefabricated manuscript of printing template unit and number result;
(4) template processing, installation: according to the prefabricated manuscript of modular unit and number as a result, carrying out aluminium alloy mould in factory
Plate processing.After the completion, factory assemply is carried out, each component absolute altitude, size, detail treatment construction, by design defect are checked
It solves in factory in advance, live aluminum dipping form installation is carried out after qualified;
(5) modular unit said members can be accurately positioned according to template number scanning in live aluminum dipping form installation operator,
Assembled position, rapid tissue installation.
When the pouring concrete construction of floor is completed, when concrete strength reaches the 50% of design strength, the time 72~96 is small
When, only retain supporting mechanism and undertakes top dead load and dynamic load, i.e., detachable aluminum alloy mould plate 1.
Claims (3)
1. the aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology, including 20 pieces or more of aluminium alloy mould
Plate (1) and supporting mechanism;20 pieces or more of aluminum alloy mould plate (1) is arranged in plane, aluminum alloy mould plates (1) more than every four column
Between be equipped with supporting mechanism;The supporting mechanism includes upright support rod (2) and two support beams (31), support rod (2)
Upper end be connected to the junctions of two support beams (31), the two sides of two support beams (31) respectively connected adjacent
Aluminum alloy mould plate (1), it is characterised in that:
The junction of two support beams (31) is connected to support rod (2) by connecting supporting mechanism, the support rod (2)
For Adjustable bracing bar, including movable support rod (23) and fixation strut (21), movable support rod (23) and fixation support rod (21)
Between be connected through a screw thread, threaded connection place be equipped with positioning fastener (22);The connection supporting mechanism, which rises, reinforces supporting role;Institute
Stating connection supporting mechanism includes jacking block (32), short stay tube (36) and two pieces of connecting plates (33);The jacking block (32) is channel steel
Shape, and two sides are in inverted trapezoidal, bottom area is greater than notch area, the turned-out formation card slot in notch two sides;The short stay tube
(36) one end fixation is plugged in the notch of jacking block (32), and the other end is located at outside the notch;Two pieces of connecting plates
(33) it is located in the card slot of notch two sides, the both ends of every piece of connecting plate (33) pass through connection bolt (34) respectively and are connected to phase
Adjacent support beam (31);
For in architecture construction, the pouring concrete construction of floor is completed, when concrete strength reaches the 50% of design strength,
Time 72~96 hours, only retains supporting mechanism and undertake top dead load and dynamic load, i.e., detachable aluminum alloy mould plate (1).
2. being used for the aluminum alloy mould plate mechanism of building floor construction based on BIM technology according to claim 1, feature exists
In: the connection bolt (34) is coniform bolt, and middle part radially offers pin hole, bolt (35) are inserted in pin hole.
3. being used for the aluminum alloy mould plate mechanism of building floor construction based on BIM technology according to claim 1, feature exists
In: the spacing between adjacent supports bar (2) is 1.2m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611072871.XA CN106499173B (en) | 2016-11-29 | 2016-11-29 | The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611072871.XA CN106499173B (en) | 2016-11-29 | 2016-11-29 | The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106499173A CN106499173A (en) | 2017-03-15 |
CN106499173B true CN106499173B (en) | 2018-12-18 |
Family
ID=58327836
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201611072871.XA Active CN106499173B (en) | 2016-11-29 | 2016-11-29 | The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106499173B (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109518988B (en) * | 2018-12-28 | 2024-01-23 | 云南建投第二建设有限公司 | Adjustable supporting device for assembled building |
CN110700583A (en) * | 2019-05-28 | 2020-01-17 | 北京构力科技有限公司 | Aluminum template pre-assembly system and method based on three-dimensional BIM technology |
CN112699518B (en) * | 2019-10-22 | 2024-05-17 | 晟通科技集团有限公司 | Template preassembling-free method |
CN111042414A (en) * | 2019-11-22 | 2020-04-21 | 福建建工集团有限责任公司 | Electromechanical embedded box installation method for building floor construction supported by all-aluminum mold |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104234411A (en) * | 2013-06-21 | 2014-12-24 | 深圳市特辰科技股份有限公司 | Aluminum alloy form structural system for fabrication of beams and slabs |
CN204059940U (en) * | 2014-09-25 | 2014-12-31 | 成都市第六建筑工程公司 | A kind of concrete floor aluminum alloy mould plate |
CN104675145A (en) * | 2015-02-15 | 2015-06-03 | 泰博混凝土模板与支撑(陕西)有限公司 | Supporting system for casting concrete floor slab and beam bottom template |
CN205259593U (en) * | 2015-12-15 | 2016-05-25 | 中铁建设集团有限公司 | Whole spelling formula template of cast -in -place floor and support system |
CN206513015U (en) * | 2016-11-29 | 2017-09-22 | 中铁上海工程局集团有限公司 | The aluminum alloy mould plate mechanism that building floor is constructed is used for based on BIM technology |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007043897A2 (en) * | 2005-10-12 | 2007-04-19 | Itw New Zealand Limited | Improvements in and relating to the construction of walls or panels |
-
2016
- 2016-11-29 CN CN201611072871.XA patent/CN106499173B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104234411A (en) * | 2013-06-21 | 2014-12-24 | 深圳市特辰科技股份有限公司 | Aluminum alloy form structural system for fabrication of beams and slabs |
CN204059940U (en) * | 2014-09-25 | 2014-12-31 | 成都市第六建筑工程公司 | A kind of concrete floor aluminum alloy mould plate |
CN104675145A (en) * | 2015-02-15 | 2015-06-03 | 泰博混凝土模板与支撑(陕西)有限公司 | Supporting system for casting concrete floor slab and beam bottom template |
CN205259593U (en) * | 2015-12-15 | 2016-05-25 | 中铁建设集团有限公司 | Whole spelling formula template of cast -in -place floor and support system |
CN206513015U (en) * | 2016-11-29 | 2017-09-22 | 中铁上海工程局集团有限公司 | The aluminum alloy mould plate mechanism that building floor is constructed is used for based on BIM technology |
Also Published As
Publication number | Publication date |
---|---|
CN106499173A (en) | 2017-03-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106499173B (en) | The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology | |
CN206513015U (en) | The aluminum alloy mould plate mechanism that building floor is constructed is used for based on BIM technology | |
CN203684658U (en) | Early-dismantled template system of dropping prevention plate | |
CN103967273B (en) | Concrete floor slab placement concrete mould plate supporting device | |
CN103362069B (en) | Steel and concrete combined box girder concrete wing plate formwork and construction method | |
CN102277980B (en) | Device for integrally jacking roof of single-layer industrial factory building and construction method thereof | |
CN109404010B (en) | Aluminum tunnel mold system and operation method thereof | |
CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
CN110206144A (en) | A kind of construction method of reinforced concrete column bean column node | |
CN203475310U (en) | Formwork for concrete slabs of composite steel-concrete box girders | |
CN109853945A (en) | A kind of new concrete column template device and its construction method | |
CN201730317U (en) | Floor formwork for buildings | |
CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
CN202865996U (en) | Room modular structure for nuclear power plant | |
CN201730313U (en) | Floorslab template used for building | |
CN104453235B (en) | Current conversion station fire wall construction technology | |
CN203200719U (en) | Hanging type slope pouring template device | |
CN201730316U (en) | Floor slab template for buildings | |
CN202100020U (en) | Protective shed for building construction site | |
CN211666254U (en) | Early system of tearing open of floor template free of support | |
CN110118014B (en) | Exterior wall template system free of exterior scaffold and construction method thereof | |
CN102168488A (en) | Floor slab formwork for building | |
CN203795859U (en) | Large formwork supporting structure for bare concrete shear wall | |
CN208290149U (en) | A kind of pin-connected panel track plates process units | |
CN207003765U (en) | Assembling type steel structure builds self-bearing type steel truss form bracing system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |