CN105350769A - Composite combined-type building formwork - Google Patents
Composite combined-type building formwork Download PDFInfo
- Publication number
- CN105350769A CN105350769A CN201510878118.9A CN201510878118A CN105350769A CN 105350769 A CN105350769 A CN 105350769A CN 201510878118 A CN201510878118 A CN 201510878118A CN 105350769 A CN105350769 A CN 105350769A
- Authority
- CN
- China
- Prior art keywords
- main muscle
- formwork
- template
- rectangle template
- construction
- 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.)
- Pending
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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/05—Forming boards or similar elements the form surface being of plastics
-
- 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
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
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 invention relates to a composite combined-type building formwork which effectively solves the problems that a traditional formwork is high in production energy consumption, tedious in processing, prone to damage in use, low in turnover rate, great in loss, high in cost, tedious in construction, waste in time, not environmentally friendly and the like. According to the technical scheme for solving the problems, the composite combined-type building formwork comprises a rectangular formwork, at least two main ribs are arranged under the rectangular formwork, multiple connecting ribs are connected between every two main ribs, and the four lower corners of the rectangular formwork are provided with reinforcement blocks. According to the composite combined-type building formwork, the structure is ingenious, production is simple and low in consumption, the input cost is low, the structure is simpler, the mass of the combined-type formwork is decreased, the overall structure is firmer and more durable, the strength and stiffness are better improved, random cutting does not influence stressing and using, construction can be performed better and more easily, the construction quality is guaranteed, operation is easy, safety is achieved, carrying is convenient, a large amount of time and labor are saved, waste corner materials can be recycled, the environment is protected, and green producing and green recycling are really achieved.
Description
Technical field
The present invention relates to technical field of buildings, particularly relate to a kind of building complex group combined type mold.
Background technology
Construction formwork is a kind of temporary supporting structure, makes by designing requirement, concrete structure, component is shaped by the position specified, physical dimension, keeps its tram, and bears construction formwork deadweight and effect external loads thereon.Carrying out the object of form work engineering, is ensure concrete engineering quality and construction safety, accelerating construction progress and reduction engineering cost.
The working architectural template structure of Cast-in-situ Concrete Structural Engineering, primarily of panel, braced structures and connector three part composition.Panel is the force bearing plate directly contacting newly placed concrete; Braced structures is then the temporary structure of supporting faceplate, concrete and working load, ensure architectural template structure combine securely, accomplish indeformable, do not destroy; Connector panel and braced structures is connected into overall accessory.
Construction formwork is formwork and the support of concreting shaping, can be divided into building wooden boards, bamboo lumber, film coated plate, wooden flitch, steel square steel, steel gang form, aluminium matter gang form, injection moulding gang form etc. by the character of material.Construction formwork can be divided into cast in place concrete form, pre-assembled template, large form by construction technology condition, rise to template etc.
Combined steel template, in modern mould plate technique, there is the conventional template of the one " with steel generation wood " of the advantages such as highly versatile, the number of turnover are many, monolithic reinforced concrete structure construction is carried out with it, the large section mould plate of designing requirement spelling Cheng Liang, post, wall, floor can be pressed in advance, integral hoisting is in place, and in bulk faling apart also can be adopted to tear method open.Shortcoming be heavy, model is many, combination is more loaded down with trivial details, can not cut, be out of shape not easily repair, surface needs brushing release agent when constructing, between assembling, gap leakiness oar affect concrete quality, repeatedly uses component outward appearance afterwards not good.
Along with starting repeatedly of the burning hot of real estate industry of China and every engineering construction, template industry is able to fast development.Within 2009, annual construction formwork use amount reaches 5.85 hundred million square metres, and speedup is 7.3% on year-on-year basis.Insider estimates, under the environment that the dynamics of investment support of policy favourable of not falling and international economic environment were become better gradually at home in 2010, China's construction formwork industry production scale is by the speedup of maintenance about 10%; Within 2011 ~ 2012, the average annual production scale speedup of China's construction formwork industry will about 15%; To the end of the year 2013, China's construction formwork industry output will have reached 2.2 hundred million square meter.
At the beginning of the seventies in last century, China's building structure is based on brick mix structure, and building operations template is to thicken wooden form.At the beginning of the eighties in last century, various new architecture constantly occurs, cast-in-place concrete structure is surged.Because China's timber resources is very poor, under the promotion of " with steel generation wood " policy, China has succeeded in developing the advanced construction technology of combined steel formwork, reformed template construction technique, saved a large amount of timber, steel form is applied face and was once reached more than 75%, steel form factory once reached family more than 1000, steel form leased enterprise once reached family more than 1.3 ten thousand, year saving and substitution timber about 1500 ten thousand stere, achieve great economy effect and social effect.Since the nineties in last century, China's architectural structure system has had again and has developed on a large scale very much, highrise building, super highrise building and large public building are built in a large number, large-scale infrastructure construction, urban traffic and the develop rapidly such as speedway, railway, propose new requirement to template, scaffold construction technology.The advanced formwork system of the continuous Introduced From Abroad of China, has also developed various new template and scaffold simultaneously.Current, the general layout of China based on combined steel template is broken, and progressively change various template into and the general layout of depositing, the application quantity of combined steel template declines, and the development speed of new type formwork is very fast.
Before 2004, China's building operations is based on steel form, this template shortcoming is heavy, specifications and models are numerous and diverse, yielding, easy spillage, inconvenient operation, time-consuming, component outward appearance is not good, after 2005, steel form is by collose shuttering, the lumps of wood replaces, wooden form is when constructing, generally first carrying out cutting to the appearance and size of cast-in-situ concrete member joins mould, then be carried to job site to assemble by size, with nail, iron wire, Screw arbor with nut at both-ends is tentatively shaped, with iron nail, the lumps of wood is followed closely on wooden model, finally use steel pipe support pattern rock reinforcement, wooden form system is when removing, easy damage, theoretical use turnover rate 3-6 time, can only reach at separate members position 1-3 time (showing according to China statistical 2013) during operation, the construction area of 2012 reaches 116.5 hundred million square metres, consume timber and be about 1.2 billion cubic meters.The wooden form cycling rate of such building is low, loss is large, cost is higher, it is loaded down with trivial details to construct, lose time, lost labor, recycling are very low, igniting heat-obtaining after stain is serious, add haze and pernicious gas, add deforestation, unsustainable development.
Generally first carry out cutting to the appearance and size of cast-in-situ concrete member joins mould to traditional template, then be carried to job site to assemble by size, with nail, iron wire, Screw arbor with nut at both-ends is tentatively shaped, the lumps of wood is followed closely on wooden model by root with iron nail, finally use steel pipe support pattern rock reinforcement, wooden form system is when removing, again flitch is taken off by root, such repetition recruitment is many, waste the materials such as iron nail again, and easily damage, theoretical use turnover rate 5-6 time, can only reach 1-3 time at separate members position during operation, such construction formwork turnover rate is low, loss is large, cost is high, construct loaded down with trivial details, to lose time and not environmentally, and template easily fractures when using and remove, a kind of mode is found to solve this problem so be necessary to need badly.
Summary of the invention
For above-mentioned situation, for overcoming the defect of prior art, the object of the present invention is just to provide a kind of building complex group combined type mold, effectively solve traditional template production highly energy-consuming, process loaded down with trivial details, use easy damage, construction formwork turnover rate is low, loss is large, cost is high, construct loaded down with trivial details, lose time and the problem such as not environmentally.
Its technical scheme solved comprises rectangle template, and the below of rectangle template is provided with at least two main muscle, and be connected with multiple dowel between every two main muscle, below rectangle template, corner place is equipped with boss.
Structure of the present invention is ingenious, and produce simple low consumption, input cost is low; structure is more succinct, and alleviate the quality of Combined formwork, overall structure is more durable; strength and stiffness have had better lifting, and random cutting does not affect stressed use, can more easily better construct; ensure workmanship, easy to operate, safety; easy to carry, saved plenty of time and labour, giving up, corner material is recyclable reproduces; protect need for environment again, real has accomplished green production, green construction, green reclaim.
Accompanying drawing explanation
Fig. 1 is rectangle template of the present invention and main muscle schematic diagram.
Fig. 2 is dowel schematic diagram of the present invention.
Fig. 3 is combination stereogram of the present invention.
Fig. 4 is rectangle template of the present invention and main muscle stereogram.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in further detail.
Provided by Fig. 1 to Fig. 4, the present invention includes rectangle template 1, the below of rectangle template 1 is provided with at least two main muscle 2, and be connected with multiple dowel 3 between every two main muscle 2, below rectangle template 1, corner place is equipped with boss 4.
Below described rectangle template 1 both sides main muscle 2 outside be provided with reinforcing rib 5.
The length 0-90mm of described reinforcing rib 5, width is 0-90mm, and thickness is 10-50mm.
Be provided with chamfering 6 between described rectangle template 1 and main muscle 2, chamfering 6 radius is 15-35mm.
The thickness of described rectangle template 1 is 8-20mm, and length is 100-3600mm, and width is 150-1200mm.
The main muscle 2 of described rectangle template 1 both sides is 0-90mm apart from form stop distance.
Described main muscle 2 is highly 30-85mm, and width is 12-22mm, and dowel 3 is highly 20-85mm.
The spacing of the dowel 3 of described same row is 200-1000mm, and the width of dowel 3 upper end is 10-30mm, and the width of dowel 3 lower end is 20-50mm.
The thickness of described dowel 3 is 10-50mm, is highly 20-85mm, and width is 80-180mm.
Template of the present invention is by plastics (PP, PE, PVC, PA) make, the connected mode of this rectangle template 1 and main muscle 2 is not be stitched together by multiple single template adding man-hour, but the multiple formwork modules 1 directly produced by machine are combined, then according to big-size formwork specification needs, reinforcement by connection is carried out at its back side dowel 3, when needing the template of certain size, only need to cut off in this size with saw blade, eliminate and manually go multiple single mode plate to piece together, fixing, in fabrication and installation cast-in-situ concrete member template procedure, do not re-use wood plywood back side nail nail flitch composite reinforcement, but directly add and fix with firmware, save iron nail and dress, tear the repetition recruitment of flitch open.
The present invention can have multiple combination mode, and in following examples, main muscle 2 has multiple, for convenience of description with understanding concrete structure, now specifies main muscle title all from left to right, is called the first main muscle, the second main muscle.。。。。。。
Embodiment one,
The length of rectangle template is 250mm, the lower end of rectangle template is provided with two main muscle, and main muscle length is 18mm, and the main muscle distance of left end head distance first of rectangle template is 52mm, first main muscle and the second main muscle spacing are 110mm, and the second main muscle and rectangle template right end distance are 52mm.
Embodiment two,
The width of rectangle template is 300mm, and the lower end of rectangle template is provided with two main muscle, and main muscle width is 18mm, the main muscle distance of left end head distance first of rectangle template is 62mm, first main muscle and the second main muscle spacing are 140mm, and the second main muscle and rectangle template right end distance are 62mm
Embodiment three,
The width of rectangle template is 400mm, the lower end of rectangle template is provided with three main muscle, main muscle width is 18mm, the main muscle distance of left end head distance first of rectangle template is 52mm, first main muscle and the second main muscle spacing are 121mm, second main muscle and the 3rd main muscle spacing are 121mm, and the 3rd main muscle and rectangle template right end distance are 52mm.
Embodiment four,
The width of rectangle template is 500mm, the lower end of rectangle template is provided with four main muscle, main muscle width is 18mm, the main muscle distance of left end head distance first of rectangle template is 52mm, first main muscle and the second main muscle spacing are 108mm, second main muscle and the 3rd main muscle spacing are 108mm, and the 3rd main muscle and the 4th main muscle spacing are 108mm, and the 4th main muscle and rectangle template right end distance are 52mm.
Embodiment five,
The width of rectangle template is 600mm, the lower end of rectangle template is provided with four main muscle, main muscle width is 18mm, the main muscle distance of left end head distance first of rectangle template is 62mm, first main muscle and the second main muscle spacing are 134.7mm, second main muscle and the 3rd main muscle spacing are 134.7mm, and the 3rd main muscle and the 4th main muscle spacing are 134.7mm, and the 4th main muscle and rectangle template right end distance are 62mm.
Embodiment six,
The width of rectangle template is 700mm, the lower end of rectangle template is provided with five main muscle, main muscle width is 18mm, the main muscle distance of left end head distance first of rectangle template is 55mm, first main muscle and the second main muscle spacing are 125mm, and the second main muscle and the 3rd main muscle spacing are 125mm, and the 3rd main muscle and the 4th main muscle spacing are 125mm, 4th main muscle and the 5th main muscle spacing are 125mm, and the 5th main muscle and rectangle template right end distance are 55mm.
Fact Example seven,
The length of rectangle template is 750mm, the lower end of rectangle template is provided with six main muscle, main muscle length is 17mm, the main muscle distance of left end head distance first of rectangle template is 54mm, and the first main muscle and the second main muscle spacing are 108mm, and the second main muscle and the 3rd main muscle spacing are 108mm, 3rd main muscle and the 4th main muscle spacing are 108mm, 4th main muscle and the 5th main muscle spacing are 108mm, and the 5th main muscle and the 6th main muscle spacing are 108mm, and the 6th main muscle and rectangle template right end distance are 54mm.
Embodiment eight,
The length of rectangle template is 800mm, the lower end of rectangle template is provided with six main muscle, main muscle length is 17mm, the main muscle distance of left end head distance first of rectangle template is 54mm, and the first main muscle and the second main muscle distance are 118mm, and the second main muscle and the 3rd main muscle spacing are 118mm, 3rd main muscle and the 4th main muscle spacing are 118mm, 4th main muscle and the 5th main muscle spacing are 118mm, and the 5th main muscle and the 6th main muscle spacing are 118mm, and the 6th main muscle and rectangle template right end distance are 54mm.
Embodiment nine,
The length of rectangle template is 850mm, the lower end of rectangle template is provided with six main muscle, main muscle length is 17mm, the main muscle distance of left end head distance first of rectangle template is 54mm, and the first main muscle and the second main muscle distance are 128mm, and the second main muscle and the 3rd main muscle spacing are 128mm, 3rd main muscle and the 4th main muscle spacing are 128mm, 4th main muscle and the 5th main muscle spacing are 128mm, and the 5th main muscle and the 6th main muscle spacing are 128mm, and the 6th main muscle and rectangle template right end distance are 54mm.
Embodiment ten,
The length of rectangle template is 900mm, the lower end of rectangle template is provided with seven main muscle, main muscle length is 17mm, the main muscle distance of left end head distance first of rectangle template is 54.5mm, first main muscle and the second main muscle distance are 112mm, second main muscle and the 3rd main muscle spacing are 112mm, 3rd main muscle and the 4th main muscle spacing are 112mm, 4th main muscle and the 5th main muscle spacing are 112mm, 5th main muscle and the 6th main muscle spacing are 112mm, 6th main muscle and the 7th main muscle spacing are 112mm, and the 7th main muscle and rectangle template right end distance are 54.5mm.
Main muscle 2 of the present invention is principal rods, subjects gravity, in order to reinforce intensity of the present invention, dowel 3 is provided with between main muscle 2, add the strength and stiffness between muscle and muscle, add the intensity of the bottom surface of rectangle template 1, more solid, in use, in order to prevent the corner of rectangle template 1 from fractureing, so be provided with boss 4 at corner place, simultaneously, in order to prevent fractureing of the rectangle template 1 main muscle 2 in both sides, be provided with reinforcing rib 5 herein.
In fabrication and installation cast-in-situ concrete member template procedure, do not re-use wooden, Bamboo form board, flitch, but direct girth member is fixed, for meeting construction module needs, undertaken being combined into template by 2 or multiple module, meet the building unit template construction needs of different size, in original wooden form multi-layer fabric decoration, need site concrete position brace glued mould, by iron nail fixed component shape, then lumps of wood nail is encrypted anti-deformation on wooden form, finally reinforce with steel pipe support again, in original wooden form planar technology, need first to use steel tube frame, and then the lumps of wood is paved with, then veneer is paved with, finally with iron nail, plate and lumps of wood nail are integrated and carry out next procedure.
And with the present invention, above cumbersome process can be reduced, and the present invention is placed on the place needing construction, is placed directly in and builds component position and carry out reinforcings with regard to practicable next procedure, time saving and energy saving, convenient and swift,
The present invention is at template construct, install, the time of half can be reduced during dismounting, strength ratio of the present invention original template system intensity is higher, save template cost and bracing reinforcement part cost, do not need brushing release agent, substantially do not re-use iron nail to fix, 70%-90% is saved than wooden form system cost, and when carrying out shell to arbitrary cast-in-situ concrete member and moulding, there is waterproof, alkaline-resisting, antiacid function, material PE of the present invention, PP, PVC, PA material, and use after finished stock turnover high, the all recyclable recycling of the old material of old product and useless angle forms new product, achieve real turning waste into wealth, recycle, low-carbon (LC) is lived, for country saves a large amount of timber, protect environment, its long-range social benefit highly significant.
Structure of the present invention is ingenious, input cost is low, and structure is simpler, alleviates the quality of other Combined formworks, overall structure is more durable, mould is joined in random cutting does not affect its result of use, and strength and stiffness have had better lifting, can more easily better construct, operator is made more to be ready to use, enterprise is more ready to buy, easy to carry, has saved plenty of time and labour.
Claims (9)
1. a building complex group combined type mold, comprise rectangle template (1), it is characterized in that, the below of rectangle template (1) is provided with at least two main muscle (2), be connected with multiple dowel (3) between every two main muscle (2), corner place, rectangle template (1) below is equipped with boss (4).
2. one building complex group combined type mold according to claim 1, is characterized in that, main muscle (2) outside of described both sides, rectangle template (1) below is provided with reinforcing rib (5).
3. one building complex group combined type mold according to claim 2, it is characterized in that, the length 0-90mm of described reinforcing rib (5), width is 0-90mm, and thickness is 10-50mm.
4. one building complex group combined type mold according to claim 1, it is characterized in that, be provided with chamfering (6) between described rectangle template (1) and main muscle (2), chamfering (6) radius is 15-35mm.
5. one building complex group combined type mold according to claim 1, it is characterized in that, the thickness of described rectangle template (1) is 8-20mm, and length is 100-3600mm, and width is 150-1200mm.
6. one building complex group combined type mold according to claim 1, is characterized in that, the main muscle (2) of described rectangle template (1) both sides is 0-90mm apart from form stop distance.
7. one building complex group combined type mold according to claim 1, it is characterized in that, described main muscle (2) is highly 30-85mm, and width is 12-22mm, and dowel (3) is highly 20-85mm.
8. one building complex group combined type mold according to claim 1, it is characterized in that, the spacing of the dowel (3) of described same row is 200-1000mm, and the width of dowel (3) upper end is 10-30mm, and the width of dowel (3) lower end is 20-50mm.
9. one building complex group combined type mold according to claim 1, it is characterized in that, the thickness of described dowel (3) is 10-50mm, is highly 20-85mm, and width is 80-180mm.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510878118.9A CN105350769A (en) | 2015-12-04 | 2015-12-04 | Composite combined-type building formwork |
| PCT/CN2016/000022 WO2017092145A1 (en) | 2015-12-04 | 2016-01-13 | Recombined modular formwork of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510878118.9A CN105350769A (en) | 2015-12-04 | 2015-12-04 | Composite combined-type building formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105350769A true CN105350769A (en) | 2016-02-24 |
Family
ID=55326818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510878118.9A Pending CN105350769A (en) | 2015-12-04 | 2015-12-04 | Composite combined-type building formwork |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN105350769A (en) |
| WO (1) | WO2017092145A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798001A (en) * | 2018-06-22 | 2018-11-13 | 浙江尚元塑木制品有限公司 | Novel plastic wood building template |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08144510A (en) * | 1994-11-22 | 1996-06-04 | Mitsubishi Plastics Ind Ltd | Plastic form panel |
| CN201169912Y (en) * | 2007-12-17 | 2008-12-24 | 江苏双良复合材料有限公司 | Frame construction composite material plane moulding board unit for building |
| CN202073310U (en) * | 2011-05-13 | 2011-12-14 | 安徽省冰特尔科技材料有限公司 | Plastic template for building |
| CN203755653U (en) * | 2014-04-11 | 2014-08-06 | 中阳建设集团有限公司 | All-plastic composite building formwork |
| CN204001678U (en) * | 2014-06-28 | 2014-12-10 | 河南蓝宝建材有限公司 | A kind of building multi-purpose type Combined formwork |
| CN104612394A (en) * | 2015-02-10 | 2015-05-13 | 黄豪杰 | Novel multi-purpose combined formwork |
| CN205421903U (en) * | 2015-12-04 | 2016-08-03 | 黄豪杰 | Compound combined mold board of building |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11324317A (en) * | 1998-05-13 | 1999-11-26 | Sumika Plastech Kk | Form for placing concrete |
| CN1286738A (en) * | 1998-09-21 | 2001-03-07 | 大义实业株式会社 | Concrete form panel |
| CN201546446U (en) * | 2009-11-27 | 2010-08-11 | 上海杰事杰新材料(集团)股份有限公司 | Building template unit |
| JP5946639B2 (en) * | 2011-12-27 | 2016-07-06 | 株式会社Just.Will | Recyclable formwork |
| CN204040455U (en) * | 2014-06-19 | 2014-12-24 | 南通振业机械制造有限公司 | Building Plastic-steel form board |
| CN204804315U (en) * | 2015-04-15 | 2015-11-25 | 深圳市中升建科科技发展有限公司 | Combined formwork |
-
2015
- 2015-12-04 CN CN201510878118.9A patent/CN105350769A/en active Pending
-
2016
- 2016-01-13 WO PCT/CN2016/000022 patent/WO2017092145A1/en active Application Filing
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08144510A (en) * | 1994-11-22 | 1996-06-04 | Mitsubishi Plastics Ind Ltd | Plastic form panel |
| CN201169912Y (en) * | 2007-12-17 | 2008-12-24 | 江苏双良复合材料有限公司 | Frame construction composite material plane moulding board unit for building |
| CN202073310U (en) * | 2011-05-13 | 2011-12-14 | 安徽省冰特尔科技材料有限公司 | Plastic template for building |
| CN203755653U (en) * | 2014-04-11 | 2014-08-06 | 中阳建设集团有限公司 | All-plastic composite building formwork |
| CN204001678U (en) * | 2014-06-28 | 2014-12-10 | 河南蓝宝建材有限公司 | A kind of building multi-purpose type Combined formwork |
| CN104612394A (en) * | 2015-02-10 | 2015-05-13 | 黄豪杰 | Novel multi-purpose combined formwork |
| CN205421903U (en) * | 2015-12-04 | 2016-08-03 | 黄豪杰 | Compound combined mold board of building |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017092145A1 (en) | 2017-06-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203613792U (en) | Parapet wall formwork pouring structure | |
| CN101852012A (en) | Plastic exposed concrete building template | |
| WO2022016899A1 (en) | Quick-assembly and quick-disassembly formwork system of building ribbed structure, and construction process therefor | |
| CN205840315U (en) | Inclination angle connection supporting plate cap form bracing system structure | |
| CN104612394B (en) | A kind of multi-purpose type Combined formwork | |
| CN103758338A (en) | Building template system | |
| CN201671331U (en) | Internal angle die and steel frame template structure with the same | |
| CN105155836A (en) | Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork | |
| CN204001678U (en) | A kind of building multi-purpose type Combined formwork | |
| CN201809965U (en) | Plastic/fair-faced concrete building formwork | |
| CN206784924U (en) | A kind of combined type structure post steel form | |
| CN205421903U (en) | Compound combined mold board of building | |
| CN105350769A (en) | Composite combined-type building formwork | |
| CN106088579B (en) | The erection method of reinforced concrete wall template | |
| CN202882400U (en) | Building template | |
| CN105952141A (en) | Assembled aluminum-plastic composite building formwork | |
| CN201614748U (en) | Composite-material brace keel | |
| CN204475832U (en) | A kind of novel multi-use type Combined formwork | |
| CN103883119A (en) | Building formwork installation method used for early-detached system | |
| CN102127965B (en) | Prefabricated stress template of combined material | |
| CN204435846U (en) | A kind of multi-purpose type Combined formwork | |
| CN205314533U (en) | Compound combined mold board of building | |
| CN204456831U (en) | A kind of reinforcement construction formwork | |
| CN205348752U (en) | Novel multi -purpose combined formwork | |
| CN203856195U (en) | Building template system used for early dismantling system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160224 |
|
| RJ01 | Rejection of invention patent application after publication |