CN2627132Y - Heavy sectional steel-wood (bamboo) segmental pattern plate - Google Patents
Heavy sectional steel-wood (bamboo) segmental pattern plate Download PDFInfo
- Publication number
- CN2627132Y CN2627132Y CN 03213207 CN03213207U CN2627132Y CN 2627132 Y CN2627132 Y CN 2627132Y CN 03213207 CN03213207 CN 03213207 CN 03213207 U CN03213207 U CN 03213207U CN 2627132 Y CN2627132 Y CN 2627132Y
- Authority
- CN
- China
- Prior art keywords
- formwork
- bamboo
- wood
- frame
- model
- 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.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to a formwork serving as an aided device for reinforced concrete high rise building, more particularly a big steel and wood (or bamboo) fabricated formwork; the utility model is characterized in that formwork comprises a lateral frame, an edge frame, a longitude bar plate, a transversal bar plate and a corner plate, all of which are welded together and form the main frame of the formwork; wherein U-shaped block holes are provided on the lateral frame and the edge frame; a wood (or bamboo) plate is made of a wood (bamboo) slab rubber and is on the frame of the formwork; the wood (or bamboo) plate is combined tightly with the frame of the formwork by a sinking joint core-drawn rivet. The width of the composition formwork is 550-1000mm and the length of the composition formwork is 1200-2100mm. The utility model has sound compatibility; on construction site, the utility model and general model can be combined at random with convenience. The largest specification of the single plate of the formwork is 1000mm is multiplied by 2100mm; the largest area of the single plate of the formwork is 2.10m<2>, which is two times as large as that of general model, but the unit weight is only half of that of composition steel formwork in the same area.
Description
Technical field the utility model belongs to reinforced concrete structure highrise building aid building engineering shuttering, particularly a kind of big shaped steel wood (bamboo) gang form.
Background technology is because the fast development of domestic economy, large-scale tall buildings sharply increases, and the overwhelming majority is reinforced concrete structure, thereby accelerates large-scale tall buildings reinforced concrete structure cast-in-place construction efficient, becomes the problem that needs to be resolved hurrily in the building operations.At present, in building operations, adopt gang form to improve reinforced concrete structure cast-in-place construction efficient usually.But, according to the steel form specification that national standard " Technical code of composite steelform " (GB50241-2001) is stipulated, its width≤600mm, its length≤1800mm; The monolithic maximum specification of template is 600mm * 1800mm, and the maximum area of monolithic is 1.08m
2, monomer whose weight is 38.69kg.The combined steel formwork of this small-sized does not satisfy the needs of current large-scale tall buildings reinforced concrete structure cast-in-place construction.Chinese patent 01271106.3 disclosed gang form by retrieval, be to strengthen perpendicular rib by frame, cross rib, perpendicular rib, end to be combined into steel frame, the upper sheathing plate forms, its frame is rolling special sections, panel and steel frame are linked together by screw, frame and panel junction are step-like, are provided with the groove of cooperation anchor clamps at the medial surface of frame.Chinese patent 99217990.4 disclosed overlap joint gang forms, form by master module and secondary template, major and minor template overlaps mutually, the behind of master module interlaces in length and breadth and is fixed with and the measure-alike angle frame of template length and width, be processed with clamping hole on the angle frame, the panel of secondary template central longitudinal behind has the clamp identical with panel length to the vertical fixing that interlaces, and is processed with clamping hole on the clamp.These two kinds of patents all exist: be unfavorable for mixing with other template combo and use and lack compatiblely, cause its purposes and the scope of application narrow, its consumptive material is big in addition, the waste raw material, adopts bolt to connect to have increased cost, reduced shortcomings such as connection reliability.
The summary of the invention the purpose of this utility model is for overcoming the shortcoming of above-mentioned existence, be the large-scale tall buildings structure of reinforced concrete, a kind of big shaped steel wood (bamboo) gang form being provided.
The big shaped steel wood of the utility model (bamboo) gang form content Description:
The big shaped steel wood of the utility model (bamboo) gang form, form by wood (bamboo) panel, side frame, end frame, vertical gusset, horizontal bar plate, gusset, countersunk head self-plugging rivet, it is characterized in that: side frame, end frame, vertical gusset, horizontal bar plate and gusset constitute the template framework main body through welding, are provided with " U " shape block button hole on side frame and end frame; Wood (bamboo) panel is made for wood (bamboo) offset plate, places on the template framework, by the countersunk head self-plugging rivet wood (bamboo) panel and template framework is linked together securely.
Big its width of shaped steel wood (bamboo) gang form is 550～1000mm, and its length is 1200～2100mm.
The big shaped steel wood of the utility model (bamboo) gang form compatibility is good, in building operations, requires and other technical condition according to cast-in-place (reinforcing bar) concrete structure construction, can select the template of the utility model and common model to make up arbitrarily, and is very convenient.The width of template and length are greater than common gang form: the monolithic maximum specification of the utility model template is 1000mm * 2100mm, and the monolithic maximum area is 2.10m
2, be 2 times of common gang form, and monomer whose weight only be the equal area combined steel formwork half.
Description of drawings
Fig. 1 is big shaped steel wood (bamboo) gang form structural representation
Among the figure: 1 is that wood (bamboo) panel, 2 is that side frame, 3 is that end frame, 4 is that vertical gusset, 5 is that horizontal bar plate, 6 is that gusset, 7 is the countersunk head self-plugging rivet.
The big shaped steel wood of specific embodiment the utility model (bamboo) gang form is to realize like this, specify below in conjunction with accompanying drawing, see Fig. 1, the side frame 2 of big shaped steel wood (bamboo) gang form, end frame 3, vertical gusset 4, horizontal bar plate 5 constitutes the template framework main body with gusset 6 through welding, on side frame 2 and end frame 3, be provided with " U " shape block button hole, its aperture, pitch-row, hole back gauge and template length group distance, the width group is apart from waiting technical data all by national standard " Unified standard for modular coordination of buildings " (GBJ2), " Stand ard for modular coordination of dwelling houses " (GBJ100), " Standard for modular coordination of factory buildings " (GBJ6) and " Technical code of composite steelform " respective specified in (GB50214-2001) selected.Thereby in practice of construction, require and other technical condition according to cast-in-place (reinforcing bar) concrete structure construction, can select the template of the utility model and common model to make up arbitrarily, very convenient.Wood (bamboo) panel 1 is made for wood (bamboo) offset plate, places on the template framework, by countersunk head self-plugging rivet 7 wood (bamboo) panel 1 and template framework is linked together securely.Wood (bamboo) panel 1 is the groundwork member, and it directly contacts with cast-in-place (reinforcing bar) concrete.
Claims (2)
1, a kind of big shaped steel wood (bamboo) gang form, form by wood (bamboo) panel (1), side frame (2), end frame (3), vertical gusset (4), horizontal bar plate (5), gusset (6), countersunk head self-plugging rivet (7), it is characterized in that: side frame (2), end frame (3), vertical gusset (4), horizontal bar plate (5) constitute the template framework main body with gusset (6) through welding, are provided with " U " shape block button hole on side frame (2) and end frame (3); Wood (bamboo) panel (1) adopts wood (bamboo) offset plate to make, and places on the template framework, by countersunk head self-plugging rivet (7) wood (bamboo) panel (1) and template framework is linked together securely.
2, big shaped steel wood according to claim 1 (bamboo) gang form, it is characterized in that: its width is 550～1000mm, its length is 1200～2100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03213207 CN2627132Y (en) | 2003-05-19 | 2003-05-19 | Heavy sectional steel-wood (bamboo) segmental pattern plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03213207 CN2627132Y (en) | 2003-05-19 | 2003-05-19 | Heavy sectional steel-wood (bamboo) segmental pattern plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2627132Y true CN2627132Y (en) | 2004-07-21 |
Family
ID=34242229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03213207 Expired - Fee Related CN2627132Y (en) | 2003-05-19 | 2003-05-19 | Heavy sectional steel-wood (bamboo) segmental pattern plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2627132Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193583A (en) * | 2016-08-12 | 2016-12-07 | 中国华冶科工集团有限公司 | Flexible steel form |
| CN106320692A (en) * | 2016-08-26 | 2017-01-11 | 福州市第三建筑工程公司 | Building splicing formwork |
| CN112177010A (en) * | 2020-09-02 | 2021-01-05 | 中冶天工集团有限公司 | Mixed type crown beam formwork prefabricated outer framework and construction method thereof |
-
2003
- 2003-05-19 CN CN 03213207 patent/CN2627132Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193583A (en) * | 2016-08-12 | 2016-12-07 | 中国华冶科工集团有限公司 | Flexible steel form |
| CN106320692A (en) * | 2016-08-26 | 2017-01-11 | 福州市第三建筑工程公司 | Building splicing formwork |
| CN106320692B (en) * | 2016-08-26 | 2019-02-26 | 福州市第三建筑工程公司 | A kind of building splice template |
| CN112177010A (en) * | 2020-09-02 | 2021-01-05 | 中冶天工集团有限公司 | Mixed type crown beam formwork prefabricated outer framework and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201635388U (en) | Cast-in-place concrete arc outer wall body unilateral formwork system | |
| CN101839061A (en) | Cast-in-place concrete arc outer wall single-side formwork system and construction method thereof | |
| CN2627132Y (en) | Heavy sectional steel-wood (bamboo) segmental pattern plate | |
| CN210685158U (en) | Improve prefabricated side fascia of stability | |
| CN218815162U (en) | Complete set of steel supporting template | |
| CN108442545B (en) | Middle-buried rubber water stop clamp, clamping system and construction method thereof | |
| CN112127515A (en) | Connecting device for precast concrete external wall panels | |
| CN211571947U (en) | Masonry structure connects strutting arrangement | |
| CN210858012U (en) | Building templates link for civil engineering | |
| CN210622327U (en) | Concrete pouring and tamping construction device for reinforced dense beam column joints | |
| CN2387165Y (en) | Jointing lock base of steel skeleton building frame | |
| CN202031323U (en) | Multifunctional reinforcing plate of reinforced concrete early-disassembled beam template system | |
| CN211524043U (en) | Be applied to template device of building trade | |
| CN216196610U (en) | Integral fixture for beam side wall | |
| CN216616280U (en) | Stop device is used in construction of precast beam column node | |
| CN2220505Y (en) | Combined steel shuttering | |
| CN218467083U (en) | Vertical lines template structure of outer wall | |
| CN219952674U (en) | Primary and secondary stupefied bracing system suitable for pitched roof | |
| CN216920721U (en) | Double-limb embedded anchor bar connecting piece suitable for assembled wood frame shear wall | |
| CN221761312U (en) | Novel buttress type retaining wall scaffold wall connecting piece | |
| KR20020070582A (en) | Transparent panel form and formwork system using the same | |
| CN211597837U (en) | Reinforced structure of building structure floor panel | |
| CN219175505U (en) | Prefabricated wall and cast-in-situ wall handing-over shutoff structure | |
| CN204590650U (en) | The flexible reinforcing construction of steam-pressing aero-concrete wall body door or window hole | |
| CN216196199U (en) | Building sound insulation building panel convenient to equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |