CN203145446U - Rapid type planar formwork for construction and support system - Google Patents
Rapid type planar formwork for construction and support system Download PDFInfo
- Publication number
- CN203145446U CN203145446U CN 201220259029 CN201220259029U CN203145446U CN 203145446 U CN203145446 U CN 203145446U CN 201220259029 CN201220259029 CN 201220259029 CN 201220259029 U CN201220259029 U CN 201220259029U CN 203145446 U CN203145446 U CN 203145446U
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- template
- formwork
- support system
- construction
- supporting seat
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- Expired - Fee Related
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Abstract
The utility model discloses a combination of planar formwork for construction and a support system, comprising a formwork, a steel frame supporting seat, an adjustable support bar, a rapid pressing card and others. The rapid type planar formwork for construction and the support system are advantageous in that the defects of conventional formworks and support methods are overcome; construction is simple in that formworks can be spliced in a staggered manner; joint strength is high, installation speed is fast, support positioning is reliable, deformation can be prevented, and rigidity is high; the positioning support seat can also be used as inner and outer wall scaffolds and an operation platform, and the height of the positioning support seat can be increased along with the rising of the height of the wall, and thereby concrete work can be completed layer by layer till the top layer; the formwork system is rapid in installation, safe and reliable in use, convenient and fast in dismounting; construction period can be greatly shortened, and construction cost can be reduced; practical significance is great and economic benefit and social benefit are substantial.
Description
One, technical field
The utility model relates to building, a kind of quick formula flat formwork for building and support system (for the cast-in-situ concrete special use).
Two, background technology
Along with progress and the vast market demand of society, construction cost becomes focus, and it directly influences room rate, thereby becomes the major issue that influences national economy.
Three, summary of the invention
Popular architectural plane template and supporting way mainly contains following two kinds at present:
1, wood (bamboo) template class: this kind template and support etc. must be by artificial field fabrications, it is yielding to pacify this kind template chance water, it is not enough to support difficulty and rigidity, proofread and correct, locate also extremely inconvenient, the concrete forming surface quality is poor, the template access times are few, waste a large amount of bamboos (wood) resource, and building costs increases.
2, steel form involves great expense, and connection is loaded down with trivial details, installation period is long, it is consuming time to take a lot of work, and easily produces security incident, and template is also easily got rusty: because the cause of the affinity of concrete and steel, demoulding rear surface is second-rate, must plaster by secondary, and building costs is also higher.
3, and the purpose of this utility model is to realize by template and support system that a kind of steel is moulded combined type, the panel of fitting with concrete is a kind of plastic plate, it is connected with steelframe adopts dormant bolt to connect, its combination is easy, during as the metope template, after treating steelframe supporting degree location and installation, template is just by steelframe supporting seat location, template interconnects with fast ram compression card and fissure of displacement splicing, can become arbitrary dimension, and finish location with steelframe supporting seat vertical direction by the effect of many group junction plates, whole process is simple and easy to operate, fast save worry, increased the rigidity of template, in order to adjust the flatness of template, adopt many group Adjustable bracing bars just can adjust rapidly, and with template, Adjustable bracing bar and steelframe supporting seat are connected to an integral body, and the steelframe supporting seat is to be fixed on (the corner bracing frame that is installed on the ground collar tie beam is to be used for fixing the steelframe supporting seat) on concrete ground plane or the ground collar tie beam, and raise synchronously along with the rising of building, the steelframe supporting seat is fixed on the corner bracing frame on the concrete wall of moulding during rising, lay springboard at the steelframe supporting seat and just can replace scaffold and operating platform, by that analogy, up to top, in addition, this template system also can be used as the cast-in-place template (increasing the adjustable gusseted of many groups gets final product) of using of flooring.The demoulding of this kind template system is also convenient, demoulding aftershaping concrete surface is bright and clean, planeness is good, needn't carry out secondary and plaster, this kind template and support system long service life thereof, cycle criterion is many, shortened building cycle greatly, reduced construction cost, template dough model material is recyclable, is the recycling economy of a kind of green, environmental protection.
Four, description of drawings: Fig. 1 is the front elevation view of cast-in-situ wall;
Fig. 2 is the right view of cast-in-situ wall;
Fig. 3 is template tie point partial sectional view;
Fig. 4 is the profile of cast-in-place flooring;
Fig. 5 is the corner partial sectional view of cast-in-situ wall.
The 1-template; The long Adjustable bracing bar of 2-; The short Adjustable bracing bar of 3-; 4-steelframe supporting seat; 5-corner support; 6-U type pressing plate; The fast ram compression card of 7-; The 8-half module; The 9-plastic front board; The 10-dormant bolt; The 11-angle frame; The 12-expansion bolt; The 13-hold-down bolt; 14-regulates bolt; The 15-split bolt; The 16-connecting bolt; 17-pressing mold bolt; The adjustable gusseted of 18-; 19-inner corner trim mould; 20-external corner mould 1; 21-external corner mould 2; 22-connects angle bar; The 23-connecting bolt.
Five, the specific embodiment
Below in conjunction with accompanying drawing 26S Proteasome Structure and Function of the present invention is further described:
1, the wall of indication of the present invention, flooring flat formwork plate face 9 are a kind of high-intensity hard plastic boards, it connects into template 1 with being dormant bolt 10 with many places being connected of steelframe 2, during as the concrete pouring of metope (shear wall), it is that the steelframe supporting seat 4 of inner external symmetry is located, and the steelframe supporting base must be installed on the corner support 5 of bottom in advance, from first floor, the corner support be fixed on ground collar tie beam on.The concrete thickness that waters is to be determined by the spacing of inside and outside steelframe supporting seat 4, the splicing of template 1 fissure of displacement, the mutual connection of template is interconnected to arbitrary plane with fast ram compression card 7, and template 1 is that a plurality of U-shaped plates 6 and bolt compress with being connected of steelframe supporting seat 4, the flatness of template 1 then is to be adjusted by some long Adjustable bracing bars 2 and short Adjustable bracing bar 3, and be connected with steel supporting seat 4, after treating whole template 1 straightening smoothing, connecting bolt 16 outer sleeve pipes in top are provided with hold-down bolt 17 and the template appropriateness can be compressed, the steelframe supporting seat 4 of every group of symmetry is located by the connecting bolt 16 on top, arrange that in position some Screw arbor with nut at both-ends 15 connect two side templates 1, have so just finished the work of a shut die.Treat that concrete casting finishes, but when the demoulding, the whole demoulding is also very easy, fast, earlier that the fast ram compression card of each tie point is open, and unclamp U-shaped pressing plate, again steelframe supporting seat 4 is suitably broken away from template, make steelframe supporting seat 4 break away from templates with regulating bolt 14, can take away template 1 from top to bottom, in the time will carrying out more than two layers operation, then need in type concrete wall boring (or preformed hole) and installing angle support 5, again steelframe supporting seat 4 is installed on the corner support 5, just template 1 can be installed as stated above ... by that analogy, just can be raised to top; Steelframe supporting seat 4 is used as every layer operating platform and ricker simultaneously; Operating platform is formed railing by fastener and pipe, sets up springboard and just can make scaffolding board.
2, if then only need unidirectional installation steelframe supporting seat 4 during with the hole wall of pouring basement, it is same as described above that the method for regulating template is installed.
3, the connection of corner template, according to different thickness requirements adopt corresponding inner corner trim mould 19 and external corner mould 20 and 21 with being connected of master module 1, the inner corner trim mould connects with bolt 23, external corner mould I and external corner mould II then available fast ram compression card 7 are connected with master module 1, and the corner is connected the external corner mould with fast ram compression card 7 with angle bar 22.And half film 8 is done fissure of displacement special use every row's installation.
4, when being used as the concrete of pouring flooring Horizon, 4 of steelframe supporting seats become the main beam of supporting floor template, each main beam is by 4 adjustable trishores and can regulate floor template I arbitrarily, template still adopts many group Adjustable bracing bars 2 and 3 to support, regulating template 1 and connecting with the steelframe supporting seat 4 that plays beam effect is an integral body, with Template Location, interconnecting still of template 1 finished with fast ram compression card 7 with many groups of U-shaped pressing plates 6.Then allow adjustable trishores 18 suitably descend during the demoulding and break away from template 1, the demoulding by row.
In sum: the present invention is a kind of economic and practical flat formwork system for building, and it has following characteristics:
(1) installation is reliable, convenient, fast, has greatly improved the operating efficiency of a shut die.
(2) because steelframe supporting seat and corner prop up effect, the formwork good rigidly of having erected comprehensive support shuttering, formwork power all is delivered to (or on ground collar tie beam) on the in type concrete wall, and during placing of concrete, template is indeformable, good rigidity.
(3) can be used as the cast-in-place template system of flooring, the effect that just allows the steelframe supporting seat play crossbeam gets final product, and the method that template is installed is identical when making the metope template, just needs under the steelframe supporting seat with the adjustable trishores supporting of many groups and adjusting.
(4) as shear wall the time, steelframe, supporting seat play the function of ricker simultaneously, and steelframe supporting seat top can form operating platform easily, has realized the polyfunctional characteristics of steelframe supporting seat.
In a word; the present invention has overcome the drawback of present popular template system; the metope that forms can reach the effect of dry wall; do not need secondary to plaster; save wide variety of materials and artificial, protected the national valuable forest reserves, greatly reduce construction cost; be widely used in building of development of real estate and utilities building, have great economic benefit and social benefit.
Claims (5)
1. a quick formula flat formwork for building and support system is characterized in that: the splicing and with fast ram compression card connection arbitrarily of the template fissure of displacement, template is located by the steelframe supporting seat.
2. a kind of quick formula flat formwork for building according to claim 1 and support system, it is characterized in that: the steelframe supporting seat can raise with the rising of body of wall, exterior wall scaffold column in can be used as simultaneously, and can make the supporting traverse of floor template.
3. a kind of quick formula flat formwork for building according to claim 1 and support system, it is characterized in that: the flatness of template is adjustable fast, and adjustable supports mechanism connects with template and steelframe supporting seat, also quick release during form removal.
4. a kind of quick formula flat formwork for building according to claim 1 and 2 and support system is characterized in that: template supports and can connect fast with steelframe, connects by many groups that pressing plates realize.
5. a kind of quick formula flat formwork for building according to claim 1 and support system is characterized in that: when using the body of wall corner, link to each other with master module with the yin, yang Angle formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220259029 CN203145446U (en) | 2012-06-04 | 2012-06-04 | Rapid type planar formwork for construction and support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220259029 CN203145446U (en) | 2012-06-04 | 2012-06-04 | Rapid type planar formwork for construction and support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145446U true CN203145446U (en) | 2013-08-21 |
Family
ID=48972985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220259029 Expired - Fee Related CN203145446U (en) | 2012-06-04 | 2012-06-04 | Rapid type planar formwork for construction and support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203145446U (en) |
-
2012
- 2012-06-04 CN CN 201220259029 patent/CN203145446U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130821 Termination date: 20170604 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |