CN106272917A - A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method - Google Patents
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method Download PDFInfo
- Publication number
- CN106272917A CN106272917A CN201610663920.0A CN201610663920A CN106272917A CN 106272917 A CN106272917 A CN 106272917A CN 201610663920 A CN201610663920 A CN 201610663920A CN 106272917 A CN106272917 A CN 106272917A
- Authority
- CN
- China
- Prior art keywords
- template
- cross
- section
- curved surfaces
- fair
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method, relate to a kind of xoncrete structure plank sheathing manufacture method, make the cross section control framework making vertical curved surface assembled transversal control framework assembly batten template proximate of control keel frame including measurement and fix facing template and piece six steps of process to manufacture complex space many curved surfaces fair-faced concrete structural wood template.Compared with prior art, this method is mainly used in the construction of complex space many curved surfaces fair-faced concrete structural model, all use timber splicings to install, there is simplification space orientation, cost of manufacture is low, form cycling rate is high, have and significantly reduce construction cost and the advantage of waste of material.Solve the problem that conventional complex space many curved surfaces xoncrete structure manufacture difficulty is big, cost of manufacture is high, manufacturing speed is slow.
Description
Technical field
The present invention relates to a kind of xoncrete structure plank sheathing manufacture method, especially relate to a kind of complex space many curved surfaces decorations
The manufacture method of surface dry concrete structural wood template.
Background technology
Along with national economy and the fast development of building industry, people are more and more higher to the requirement of building aesthetic feeling.
The architectural design that moulding is novel, complex-shaped, more can meet modern's aesthetical standard is increasing, including a large amount of designs
Complicated many curved surfaces fair-faced concrete structure.Many curved surfaces xoncrete structure typically requires support substantial amounts of space orientation letter
Breath positions, and as used site space location, the measurement work to unit in charge of construction proposes great requirement, is also difficult to simultaneously
Ensure the accuracy of location information.It is thus desirable to one can simplify space orientation quantity, the method that simultaneously can reduce construction cost.
For this reality build before all building can be carried out modelling, the most first make during modelling steel form, plank sheathing or
The template of other materials, pours mixed earth the most again in template, makes BUILDINGS MODELS molding.For multi-face structure, mould
Plate generally uses special steel form, but needs to carry out splicing with various sizes of steel form in steel template structure and install, piece
Relatively big, concreting there will be serious Seepage, have a strong impact on the molded appearance of xoncrete structure.Steel form simultaneously
Deformation is relatively big, also influences whether the Forming Quality of xoncrete structure.Especially for the complex space fair-faced coagulation of many curved surfaces
Soil structure, steel form deformation is big, and the molding that irregular, the more shortcoming of piece will have a strong impact on fair-faced concrete structure is beautiful
Sight degree.In addition steel form makes complexity, and fabrication cycle is the longest, will have influence on the actual progress of engineering.And steel form is typically
Single use, greatly increases construction cost.If but use normal wood template to construct, not only need to solve wood
Template is not easy to bend the technical barrier of fabrication and installation, and in multi-face structure to be solved, the technology that formwork reinforcement difficulty is big is difficult
Topic.
Summary of the invention
The present invention is directed to deficiency of the prior art, it is provided that a kind of complex space many curved surfaces fair-faced concrete structure
Plank sheathing manufacture method, this method is applied to the construction of complex space many curved surfaces fair-faced concrete structural model, has letter
Change that space orientation, cost of manufacture be low, economic benefit and social benefit clear advantage.Solve conventional complex space many curved surfaces coagulation
The problem that soil structure template construct difficulty is big, cost of manufacture is high, manufacturing speed is slow.
In order to solve above-mentioned technical problem, the present invention is addressed by following technical proposals, and how bent a kind of complex space is
Facial ornament surface dry concrete structural wood template construct method, comprises following step: step A): according to the many curved surfaces of complex space
The three-dimensional model diagram of structure chooses several cross sections being in differing heights；Step B): determine transversal according to described cross section
The inner edge of face control framework, the thickness that distance is side template between described cross section control framework inner edge and cross section sideline
Degree, the limit of described cross section control framework is formed by connecting along described cross section control framework inner edge by the lumps of wood, the most described horizontal stroke
Being connected by corner fixed form between control framework limit, cross section and limit, the shape of described corner fixed form should be by cross section control
The shape of framework corner processed determines；Step C): on the three-dimensional model diagram of described complex space multi-face structure, intercept some cuing open
Depending on face as secondary surface, and obtain the coordinate information of sectional plane and cross section control framework outer edge intersection point with this, according to these
Coordinate information determines that vertical curved surface controls sideline, controls sideline according to vertical curved surface and makes vertical curved surface control keel frame；Step
Rapid D): several described vertical curved surfaces control keel frame is according to actual position via placed and secured at fabricating yard on the ground, then
Described cross section control framework is set up the most successively by it, after lower section described cross section control framework has been placed
Placing absolute altitude on its framework and control the lumps of wood, it is between adjacent described cross section control framework that described absolute altitude controls the height of the lumps of wood
Distance；Step E): make some splicing batten templates, by the splicing batten template splicing made and be fixed on cross section control
Framework inner edge processed, is all surrounded by splicing batten template inside whole formwork structure；Step F): thin plate is close to and is fixed on spelling
As facing template in the batten template connect, the outer edge of described facing template should be mutually overlapping with the inner edge of shown cross section
Closing, the space that described facing template surrounds is described complex space multi-face structure.
In technique scheme, in step, the spacing distance between described adjacent cross sectional is equal, described adjacent horizontal stroke
Spacing distance between cross section is 1/the 20 to 1/50 of total height, and no less than 20cm.
In technique scheme, in stepb, described corner fixed form enters according to the corner information of described cross section
Row corner curved surface is modified.
In technique scheme, in step D, described vertical curved surface controls to check that it is vertical after keel frame has been laid
Degree, if perpendicularity meets the requirements, controls keel frame to described vertical curved surface and is fixed.
In technique scheme, in step D, described absolute altitude controls the lumps of wood and is placed on described cross section control framework
Absolute altitude on the fixed form of corner and described controls lumps of wood height should reduce the thickness of corner fixed form.
In technique scheme, in step E, utilize building site give up template cutting make splicing batten template.
In technique scheme, in step F, it is close to thin plate and is fixed in splicing batten template as facing mould
Plate, facing model sheetinstallat complete after in facing template uniform application have putty.
In technique scheme, in step F, described splicing batten template layer number can be double-deck, to solve batten mould
The problem that plate edge joint position rigidity is less, the width of described splicing batten template is preferably the 1/25 of described cross section sideline girth,
Cross section corner radian larger part, can select the splicing batten template that width is less；The present invention passes through the many curved surfaces of complex space
The cross section sideline of complex space many curved surfaces concrete model structure at the three-dimensional model diagram acquisition differing heights of structure, and according to
Cross section sideline at differing heights prepares the cross section control framework at differing heights.Then intercept several sectional planes, obtain
Obtaining the coordinate information of sectional plane and cross section control framework outer edge intersection point, obtain vertical curved surface control line with this, setting-out is also made
Make vertical curved surface and control keel frame.Generally speaking above-mentioned graphical information is obtained by conventional CAD software.By difference during installation
The transversal chain of command framework of height is fixedly mounted at the height that vertical curved surface controls corresponding to keel frame, cross section controller chassis
After frame is set up, multiple splicing batten templates are fixed and splices inside cross section control framework, as xoncrete structure
Side template, then decorative wood veneer fixed and be close on splice template as facing template.Finally process facing with putty
Formwork edge joint, completes the making of complex space many curved surfaces fair-faced concrete plank sheathing.
Transversal chain of command framework at differing heights proposed by the invention can simplify space orientation greatly, improves the most bent
Surface concrete structure space location accuracy, simultaneously cross section control framework use the lumps of wood be spliced, and use template according to
At frame corner, shape is fixing connects, and deforms minimum, it is possible to effectively reinforce the side template of complex space multi-face structure template, subtract
The deformation of few complex space multi-face structure template, improves the Forming Quality of many curved surfaces fair-faced concrete structure.Also by
The corner of corner fixed form constant cross-section control framework, and by corner fixed form to many curved surfaces fair-faced concrete
Structure carries out corner curved surface modification, it is possible to promote the aesthetics of many curved surfaces fair-faced concrete structure corners.The present invention passes through
Vertical curved surface controls keel frame and cross section control framework carries out the location of horizontal level, reduces on-the-spot space further fixed
Position work, improves sterically defined precision.The present invention also utilizes absolute altitude to control lumps of wood control cross section control framework absolute altitude, can have
Effect controls the absolute altitude of cross section control framework, improves the positioning precision of complex space multi-face structure.The present invention also utilizes building site
On useless template cutting batten template, and utilize batten template splicing and be fixed on cross section control framework inner edge, as complexity
The side template of space multi-face structure, is greatly saved material and cost.Side template uses double-deck batten template splicing simultaneously
Form, double-deck splicing batten formwork edge joint interlaced arrangement, solve the problem that at splicing batten formwork edge joint, rigidity is less.Then
By thin template proximate splicing batten template as facing template, defect and the splicing batten mould of splicing batten template surface
Splicing seams between plate is covered, and improves Forming Quality and the aesthetic feeling of last molding that fair-faced concrete pours, more excellent
Can also in facing template uniform application putty, make concrete formation part surface the most smooth completely.Proposed by the invention
Complex space many curved surfaces fair-faced concrete structural wood template construct method, all uses timber splicing to install, and template is had enough to meet the need
Rate is high, it is possible to significantly reduce construction cost, reduces the wasting phenomenon of material.
Compared with prior art, this method is mainly used in complex space many curved surfaces fair-faced concrete stay in place form
Construction, all uses timber splicings to install, and has simplification space orientation, space orientation is accurate, cost of manufacture is low, form cycling rate
Height, has and significantly reduces construction cost and the advantage of waste of material.Solve the conventional complex space fair-faced coagulation of many curved surfaces
The problem that soil structure manufacture difficulty is big, cost of manufacture is high, manufacturing speed is slow.
Accompanying drawing explanation
Fig. 1 is cross section control framework schematic top plan view of the present invention.
Fig. 2 is cross section control framework schematic side view of the present invention.
Fig. 3 is that the vertical curved surface of the present invention controls keel frame schematic diagram.
Detailed description of the invention
The present invention is described in further detail with accompanying drawing below in conjunction with detailed description of the invention.
Embodiment 1, as shown in Figure 1 to Figure 3, a kind of complex space many curved surfaces clear-water concrete structural wood template construct side
Method, comprises following step.
Step A): choose several according to the three-dimensional model diagram of complex space multi-face structure and be in the transversal of differing heights
Face, the vertical spacing distance between adjacent cross sectional controls between the 1/20 to 1/50 of total height, and vertical spacing distance should not
Less than 20cm.Vertical spacing distance and the total quantity of cross section that during actual fabrication, adjacent cross sectional is concrete need according to complexity
The actual size of space many curved surfaces fair-faced concrete structure is adjusted.Generally speaking between vertical between adjacent cross sectional
Space from equal and spacing distance be the 1/40 of total height.This model being applicable to 5-10 rice height of choosing, major part coagulation
Soil model height in this range, if running into the hugest or that curve is especially complex structure, it is also possible to increase cross section
Quantity or reduce the distance of adjacent cross sectional and be controlled.
Step B): determine cross section control framework inner edge 2, described cross section control framework inner edge according to described cross section
Distance between line 2 and cross section sideline 1 is the thickness of side template, it is ensured that cross section sideline 1 and the outer edge weight of facing template 9
Close.Described side template is made up of two parts template, i.e. splicing batten template 10 and facing template 9.Described splicing batten template
10 use the useless template cutting that can use 1.5cm thickness to form, and preferably use double-decker to splice, and solve edge joint position rigidity less
Problem.Described facing template 9 can use the thin plate that 3mm is thick, therefore cross section control framework inner edge 2 and cross section sideline
Distance between 1 can select 3.3cm.The limit of described cross section control framework 3 by the identical splicing lumps of wood 4 of specification size along institute
State cross section control framework inner edge 2 to be spliced, it is preferred that the specification of the lumps of wood can select 4 cm × 9cm, it is also possible to according to
Practical situation selects other specifications, the connection between the splicing lumps of wood 4 can carry out dual by air nail and corner fixed form 5
Fixing connection.After cross section control framework 3 molding, corner further according to cross section carries out corner curved surface to corner fixed form 5 and repaiies
Decorations.
Step C): on the three-dimensional model diagram of described complex space multi-face structure, determine the position of cross section control framework 2
Put, then choose several secondary surfaces intersected with the outer edge of described cross section control framework 3, then according under same secondary surface
The coordinate information that the outer edge of cross section control framework 3 described at differing heights is corresponding determines vertical curved surface controlling curve 6, more so
Control level curve 6 according to vertical curved surface these described afterwards and make vertical curved surface control keel frame 7 respectively.Generally speaking assist
Face is perpendicular with described cross section, and vertical curved surface controlling curve 6 now is parallel with secondary surface, the vertical curved surface control produced
Os Draconis (processed) framework 7 presents vertical state, easily manufactures and installs.If secondary surface and cross section out of plumb, then erected by this
The vertical curved surface made to curved surface control level curve 6 controls the more difficult making of keel frame 7 and places fixing.In order to preferably
Location, it is symmetrical along described cross-section center bobbin that these vertical curved surfaces control keel frame 7, and this set is cross section control
Framework 2 processed is placed into when vertical curved surface controls on keel frame 7 lighter.The vertical curved surface bigger for some curvatures controls
Keel frame 7, it is also possible to arrange the some blocks of fixing lumps of wood at its both sides also uniform intervals, to keep whole horizontal location Os Draconis mould
Plate is indeformable not to be shunk.The specification of the fixing lumps of wood is 4cm × 9cm, and in specific implementation process, the interval of the fixing lumps of wood can basis
The appropriately sized adjustment of xoncrete structure, selected fixing lumps of wood size can also adjust.
Step D): check its perpendicularity after according to actual position via being laid by several vertical curved surfaces control keel frame 7, if
Perpendicularity meets the requirements, and described vertical curved surface is controlled keel frame 7 and is fixed.Then described cross section controller chassis
Frame 3 is set up the most successively by it, places after lower section described cross section control framework 2 has been placed on its framework
Absolute altitude controls the lumps of wood 8.It is the distance between adjacent described cross section control framework 3 that absolute altitude controls the height of the lumps of wood 8, and absolute altitude controls
The lumps of wood 8 is placed on the corner fixed form 5 of described cross section control framework 3, and absolute altitude controls the lumps of wood 8 can be according to cross section control
The size of framework 3 corner processed determines, preferably can choose the specification of 5 × 5cm.The described cross section being simultaneously every time below
After control framework 3 has been placed, control keel frame 7 last layer cross section control framework 3 place's of setting up setting at vertical curved surface and hold
Carrying block, last layer cross section control framework 3 just can ride upon on carrier block, can more stable accurate placement cross section controller chassis
Frame 3.
Step E): utilize building site to give up template construct some splicings batten template 10, the splicing batten template 10 that will make
Splice and be fixed on cross section control framework inner edge 2, all being surrounded by splicing batten template 10 inside whole formwork structure, institute
It can be double-deck for stating splicing batten template 10 number of plies, the problem less to solve batten template 10 edge joint position rigidity, described splicing
The width of batten template 10 is preferably the 1/25 of described cross section sideline girth, described cross section corner radian larger part, Ke Yixuan
By the less splicing batten template 10 of width.
Step F): thin plate is close to and is fixed in the batten template 10 spliced as facing template 9, facing template
The outer edge of 9 should coincide with shown cross section sideline 1, and the space that facing template 9 surrounds is the many curved surfaces of described complex space
Structure.Facing template 9 can select the thin plate that 3mm to 5mm is thick, and should have the most elastic and rigidity, to ensure facing
Template 9 can be full of, and embodies the curved surface of complex space multi-face structure.Simultaneously for ensureing the molding matter of fair-faced concrete
Amount, the slickness of facing template 9 and piece problem can solve in the way of utilization smears putty in facing template 9.
Claims (8)
1. complex space many curved surfaces fair-faced concrete structural wood template construct method, is characterized by comprise following
Step: step A): choose several cross sections being in differing heights according to the three-dimensional model diagram of complex space multi-face structure；
Step B): determine cross section control framework inner edge (2), described cross section control framework inner edge (2) according to described cross section
And the thickness that distance is side template between cross section sideline (1), the limit of described cross section control framework (3) is by the lumps of wood (4) edge
Described cross section control framework inner edge (2) is formed by connecting, and the most described cross section control framework (3) passes through limit between limit and limit
Angle fixed form (5) connects, and the shape of described corner fixed form (5) should be true by the shape of cross section control framework (2) corner
Fixed；Step C): on the three-dimensional model diagram of described complex space multi-face structure, intercept some sectional planes as secondary surface, and
The coordinate information obtaining sectional plane and the outer edge intersection point of cross section control framework (3) with this, determines according to these coordinate informations
Vertical curved surface controls sideline (6), controls sideline (6) according to vertical curved surface and makes vertical curved surface control keel frame (7)；Step
D): several described vertical curved surfaces are controlled keel frame (7) and is according to actual position via placed and secured at fabricating yard on the ground, then
Described cross section control framework (3) is set up the most successively by it, when lower section described cross section control framework (3) is placed
Placing absolute altitude after completing on its framework and control the lumps of wood (8), it is adjacent described cross section that described absolute altitude controls the height of the lumps of wood (8)
Distance between control framework (3)；Step E): make some splicings batten template (10), the splicing batten template that will make
(10) splice and be fixed on cross section control framework inner edge (2), all by splicing batten template inside whole formwork structure
(10) surround；Step F): thin plate is close to and in splicing batten template (10) be fixed on as facing template (9), institute
The outer edge stating facing template (9) should coincide with shown cross section sideline (1), described facing template (9) and described splice plate
Bar template (10) had both been side template, and the space that described facing template (9) surrounds is described complex space multi-face structure.
A kind of symmetrical complex space many curved surfaces fair-faced concrete structural wood template construct side the most according to claim 1
Method, is characterized by, in step, the spacing distance between described adjacent cross sectional is equal, between described adjacent cross sectional between
Space from for 1/the 20 to 1/50 of total height, and no less than 20cm.
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method the most according to claim 1,
It is characterized by, in stepb, described corner fixed form (5) carries out corner curved surface according to the corner information of described cross section
Modify.
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method the most according to claim 4,
It is characterized by, in step D, described vertical curved surface controls to check its perpendicularity after keel frame (7) has been laid, if perpendicularity
Meet the requirements, described vertical curved surface is controlled keel frame (7) and is fixed.
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method the most according to claim 1,
It is characterized by, in step D, the described absolute altitude control lumps of wood (8) is placed on the corner of described cross section control framework (3) and fixes
Absolute altitude in template (5) and described controls the lumps of wood (8) height should reduce the thickness of corner fixed form (5).
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method the most according to claim 1,
It is characterized by, in step E, utilize building site give up template cutting make splicing batten template (10).
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method the most according to claim 1,
It is characterized by, in step F, after facing template (9) installation, have putty at the upper uniform application of facing template (9).
A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method the most according to claim 1,
It is characterized by, in step E, described splicing batten template (10) number of plies can be double-deck, to solve splicing batten template (10)
The problem that edge joint position rigidity is less, the width of described splicing batten template (10) is preferably the 1/25 of described cross section sideline girth,
At cross section corner radian larger part, splicing batten template (10) that width is less can be selected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610663920.0A CN106272917B (en) | 2016-08-15 | 2016-08-15 | A kind of more curved surface fair-faced concrete structural wood template construct methods of complex space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610663920.0A CN106272917B (en) | 2016-08-15 | 2016-08-15 | A kind of more curved surface fair-faced concrete structural wood template construct methods of complex space |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106272917A true CN106272917A (en) | 2017-01-04 |
| CN106272917B CN106272917B (en) | 2018-11-06 |
Family
ID=57669068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610663920.0A Active CN106272917B (en) | 2016-08-15 | 2016-08-15 | A kind of more curved surface fair-faced concrete structural wood template construct methods of complex space |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106272917B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158944A (en) * | 2019-06-05 | 2019-08-23 | 桂林理工大学 | Clear-water concrete shear wall formwork and to draw component production method |
| CN110506147A (en) * | 2017-01-18 | 2019-11-26 | 创建城堡有限责任公司 | Systems, devices and methods for molded structure |
| CN111047715A (en) * | 2019-10-23 | 2020-04-21 | 中船第九设计研究院工程有限公司 | Annual ring type free-form surface triangular mesh dividing method |
| US11408187B2 (en) | 2017-01-18 | 2022-08-09 | Create A Castle, LLC | Mold systems having a separation tool for molding structures |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0813795A (en) * | 1994-06-27 | 1996-01-16 | Shimizu Corp | Forming method of three dimensional curved surface form |
| EP0745743A1 (en) * | 1995-06-02 | 1996-12-04 | Andrés Rios Moreira | Adjustable and reusable arch support |
| CN101852015A (en) * | 2010-05-18 | 2010-10-06 | 大连阿尔滨集团有限公司 | Template system and erection method of component with complicated curved surface and concrete structure |
| CN102345377A (en) * | 2011-07-15 | 2012-02-08 | 广州市第三建筑工程有限公司 | Method for making spatial multi-curved-surface as-cast finish concrete stay in place formwork by using plywood |
| CN104775612A (en) * | 2015-02-16 | 2015-07-15 | 北京建工四建工程建设有限公司 | Three-dimensional distorted rotating inclined reinforced concrete frame structure template and construction method thereof |
| CN105804391A (en) * | 2016-03-25 | 2016-07-27 | 浙江省建工集团有限责任公司 | Construction method of combined formwork of special-shaped double-curved-surface wood-grain bare concrete wall |
-
2016
- 2016-08-15 CN CN201610663920.0A patent/CN106272917B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0813795A (en) * | 1994-06-27 | 1996-01-16 | Shimizu Corp | Forming method of three dimensional curved surface form |
| EP0745743A1 (en) * | 1995-06-02 | 1996-12-04 | Andrés Rios Moreira | Adjustable and reusable arch support |
| CN101852015A (en) * | 2010-05-18 | 2010-10-06 | 大连阿尔滨集团有限公司 | Template system and erection method of component with complicated curved surface and concrete structure |
| CN102345377A (en) * | 2011-07-15 | 2012-02-08 | 广州市第三建筑工程有限公司 | Method for making spatial multi-curved-surface as-cast finish concrete stay in place formwork by using plywood |
| CN104775612A (en) * | 2015-02-16 | 2015-07-15 | 北京建工四建工程建设有限公司 | Three-dimensional distorted rotating inclined reinforced concrete frame structure template and construction method thereof |
| CN105804391A (en) * | 2016-03-25 | 2016-07-27 | 浙江省建工集团有限责任公司 | Construction method of combined formwork of special-shaped double-curved-surface wood-grain bare concrete wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110506147A (en) * | 2017-01-18 | 2019-11-26 | 创建城堡有限责任公司 | Systems, devices and methods for molded structure |
| US11408187B2 (en) | 2017-01-18 | 2022-08-09 | Create A Castle, LLC | Mold systems having a separation tool for molding structures |
| US11959288B2 (en) | 2017-01-18 | 2024-04-16 | Create A Castle, LLC | Systems, devices, and methods for molding structures |
| CN110158944A (en) * | 2019-06-05 | 2019-08-23 | 桂林理工大学 | Clear-water concrete shear wall formwork and to draw component production method |
| CN111047715A (en) * | 2019-10-23 | 2020-04-21 | 中船第九设计研究院工程有限公司 | Annual ring type free-form surface triangular mesh dividing method |
| CN111047715B (en) * | 2019-10-23 | 2023-10-31 | 中船第九设计研究院工程有限公司 | Annual free-form surface triangular mesh dividing method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106272917B (en) | 2018-11-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106272917A (en) | A kind of complex space many curved surfaces fair-faced concrete structural wood template construct method | |
| CN102345377B (en) | Method for making spatial multi-curved-surface as-cast finish concrete stay in place formwork by using plywood | |
| CN205348515U (en) | Oblique roofing system of assembled | |
| CN105544887B (en) | A kind of construction method of tang style simulation building wing angle cornice | |
| CN105484461B (en) | Geometry art with inlaying wall decorative panel and preparation method thereof | |
| CN102080453B (en) | Process for prefabricating and constructing concrete rafters of pseudo-classic architectures | |
| CN104831852A (en) | Original version concrete bracket system construction method | |
| CN109306664A (en) | A kind of Thin-walled Hollow Pier slide type inner template | |
| CN204919605U (en) | Prefabricated assembled reinforced concrete utility tunnel and production mould thereof | |
| CN103806655A (en) | construction method for glass brick wall | |
| CN111894222B (en) | Large-area multi-curve complex artistic facing modular structure for indoor theatre and combination thereof | |
| CN113202181A (en) | Simple and accurate manufacturing method of arc-shaped edge-sealing template | |
| CN102561607A (en) | Reverse construction method of reversely nailed wood rafter roof boarding of concrete eave of pseudo-classic architecture | |
| CN105984015B (en) | One collects together sets of brackets on top of the columns prefabricated concrete element preparation method in building in the style of the ancients | |
| CN208815892U (en) | A kind of conical funnel template | |
| CN111809886A (en) | Construction method of decorative outer wall inlaid by grey bricks and glass bricks | |
| CN111894223B (en) | Method for separating, externally processing and installing large-area multi-curved-surface artistic ribbon | |
| CN207363180U (en) | A kind of wedge keel overhead type floor leveling structure | |
| CN205955197U (en) | A fixing device that be used for prefabricated non - design of bench, can all rotary die boards | |
| CN211850829U (en) | Cast-in-situ reinforced concrete hollowed special-shaped inclined column template | |
| CN1139466C (en) | Prefabricating method for producing Ming-Qing dynasty antique building member | |
| CN210067164U (en) | Novel curved surface high-crack-resistance GRC decoration dry-hanging curtain wall plate framework | |
| CN1122129C (en) | Construction method of indoor decoration with light wall board | |
| CN207686203U (en) | The bamboo line building decoration cladding panel structure made using traditional rammed earth | |
| CN105838392A (en) | BIM-technology-based construction method for 90-DEG mouth-to-mouth vaulting mould used for flues of coke oven |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |