CN105715046A - Steel and wood template component and construction method thereof - Google Patents
Steel and wood template component and construction method thereof Download PDFInfo
- Publication number
- CN105715046A CN105715046A CN201510944128.8A CN201510944128A CN105715046A CN 105715046 A CN105715046 A CN 105715046A CN 201510944128 A CN201510944128 A CN 201510944128A CN 105715046 A CN105715046 A CN 105715046A
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- CN
- China
- Prior art keywords
- steel
- plate
- base plate
- steel pipe
- shaped
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- 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.)
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to the technical field of building construction, and particularly relates to a steel and wood template component and a construction method thereof. The steel and wood template component comprises steel beam template devices, connecting bracket devices connected with adjacent steel beam template devices, and U-shaped pins; each connecting bracket device comprises a U-shaped connecting frame for connecting adjacent steel beam template devices and a support steel pipe connected with the U-shaped connecting frame; the steel beam template device comprises two correspondingly-arranged beam side plates and a beam bottom plate connected with the two beam side plates; the two beam side plates and the beam bottom plate are connected with one another through the U-shaped pins and from a mold cavity.
Description
Technical field
The invention belongs to technical field of building construction, be specifically related to a kind of Steel-wood forming board assembly and construction method thereof.
Background technology
The big beam forms of common engineering adopts steel pipe, the lumps of wood, plank sheathing and screw rod to reinforce and forms, and its shortcoming is that specification is fixed, it is impossible to being suitable for the pillar of different size, height, weight is big, installs inconvenience, and cost is big, and therefore in prior art, Application comparison is rare；Having conventional steel template again, cost of labor is very big, substantially superseded.For above-mentioned technical problem, the present inventor provides a kind of Steel-wood forming board assembly and construction method thereof, and this case thus produces.
Summary of the invention
It is an object of the invention to provide a kind of Steel-wood forming board assembly and construction method thereof, can not be suitable for the pillar of different size, height during to solve Traditional Wood template to crossbeam construction, weight is big, installs inconvenience, and the technical problem such as cost is big.
For achieving the above object, the technical scheme that the present invention specifically provides is: a kind of Steel-wood forming board assembly, including girder steel plate device, connects the connecting bracket device of adjacent steel beam forms device and U-shaped pin；Described connecting bracket device includes the U-shaped link connecting adjacent steel beam forms device, and supports the supporting steel pipe of U-shaped link；Described girder steel plate device includes the two other plates of the beam being correspondingly arranged and the beam base plate of the other plate connection of two beams, and wherein, the other plates of two beams and a beam base plate are connected with each other and are formed a die cavity by U-shaped pin.
Further, described supporting steel pipe includes supporting section, active segment and the adjustment device being positioned on supporting section, adjusting nut that this adjustment device includes being positioned on thread segment and the steady pin in order to fixing movable steel pipe, and the lower edge of this steady pin can abut the upper limb of adjusting nut.
The construction method of a kind of Steel-wood forming board assembly, comprises the steps: a, builds scaffold according to scheme, and hold up supporting steel pipe, adjusts the height of supporting steel pipe；B, at the other plate of load-bearing intercolumniation mounting rail base plate and beam, by U-shaped link other to adjacent beam base plate and beam plate connected and covers a whole strutbeam；C, by U-shaped pin, beam base plate, the other plate of beam, U-shaped link are connected with each other and fix tightly；The other plate of beam base plate and two beams is formed the length of a die cavity or is highly adjusted by d, employing plank sheathing.
Beneficial effects of the present invention: based on steel form, saves a large amount of timber；Reinforce simple firm, it is not necessary to screw rod, step fastener etc., as long as being fixed by connecting bracket device；Individual struts can shift to an earlier date form removal, and material can be made to have enough to meet the need as early as possible；Adopt special panelling technology, lack portion size and spliced by the lumps of wood or template.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；Fig. 2 is that the present invention uses state diagram；Fig. 3 is the U-shaped link structural representation of the present invention three kinds.
Detailed description of the invention
As it is shown in figure 1, present invention announcement is a kind of Steel-wood forming board assembly, including girder steel plate device 1, connect connecting bracket device 2 and the U-shaped pin 3 of adjacent steel beam forms device 1；Described connecting bracket device 2 includes the U-shaped link 4 connecting adjacent steel beam forms device 1, and supports the supporting steel pipe 5 of U-shaped link 4；Described girder steel plate device 1 includes the beam base plate 7 that the two other plates 6 of the beam being correspondingly arranged are connected with the other plate 6 of two beams, and wherein, the other plate 6 of two beams and a beam base plate 7 are connected with each other and are formed a die cavity 8 by U-shaped pin 3.
Further, described supporting steel pipe 5 includes supporting section 51, active segment 52 and the adjustment device 53 being positioned on supporting section 51, adjusting nut 54 that this adjustment device 53 includes being positioned on thread segment and the steady pin 55 in order to fixing active segment 52, the lower edge of this steady pin 55 can abut the upper limb of adjusting nut 54.
Shown in Fig. 2, the construction method of a kind of Steel-wood forming board assembly, a, build scaffold according to scheme, and hold up supporting steel pipe 5, adjust the height of supporting steel pipe 5；B, at the other plate 7 of load-bearing intercolumniation mounting rail base plate 6 and beam, by U-shaped link 4, other to adjacent beam base plate 6 and beam plate 7 is connected the whole strutbeam of covering；C, by U-shaped pin 3, beam base plate 6, the other plate 7 of beam, U-shaped link 4 are connected with each other and fix tightly；The other plate 7 of beam base plate 6 and two beams is formed the length of a die cavity 8 or is highly adjusted by d, employing plank sheathing 9.
Claims (3)
1. a Steel-wood forming board assembly, it is characterised in that: include girder steel plate device, connect the connecting bracket device of adjacent steel beam forms device and U-shaped pin；Described connecting bracket device includes the U-shaped link connecting adjacent steel beam forms device, and supports the supporting steel pipe of U-shaped link；Described girder steel plate device includes the two other plates of the beam being correspondingly arranged and the beam base plate of the other plate connection of two beams, and wherein, the other plates of two beams and a beam base plate are connected with each other and are formed a die cavity by U-shaped pin.
2. a kind of Steel-wood forming board assembly according to claim 1, it is characterized in that: described supporting steel pipe includes supporting section, active segment and the adjustment device being positioned on supporting section, adjusting nut that this adjustment device includes being positioned on thread segment and the steady pin in order to fixing movable steel pipe, the lower edge of this steady pin can abut the upper limb of adjusting nut.
3. the construction method of a Steel-wood forming board assembly, it is characterised in that: a, build scaffold according to scheme, and hold up supporting steel pipe, adjust the height of supporting steel pipe；B, at the other plate of load-bearing intercolumniation mounting rail base plate and beam, by U-shaped link other to adjacent beam base plate and beam plate connected and covers a whole strutbeam；C, by U-shaped pin, beam base plate, the other plate of beam, U-shaped link are connected with each other and fix tightly；The other plate of beam base plate and two beams is formed the length of a die cavity or is highly adjusted by d, employing plank sheathing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510944128.8A CN105715046B (en) | 2015-12-16 | 2015-12-16 | A kind of Steel-wood forming board component and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510944128.8A CN105715046B (en) | 2015-12-16 | 2015-12-16 | A kind of Steel-wood forming board component and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105715046A true CN105715046A (en) | 2016-06-29 |
| CN105715046B CN105715046B (en) | 2018-03-20 |
Family
ID=56146946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510944128.8A Active CN105715046B (en) | 2015-12-16 | 2015-12-16 | A kind of Steel-wood forming board component and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105715046B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337558A (en) * | 2016-08-31 | 2017-01-18 | 赣州市嘉班钢模有限公司 | Double screw rod beam slab controller |
| CN107023166A (en) * | 2017-06-05 | 2017-08-08 | 中国建筑第七工程局有限公司 | There are side bar prestressed concrete beam indent sealing off and covering anchorage device and its application method |
| CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2734900Y (en) * | 2004-09-28 | 2005-10-19 | 魏志光 | Beam template supporting assembly structure |
| CN1914388A (en) * | 2003-11-13 | 2007-02-14 | 古斯塔沃·塞拉诺罗德里格斯 | Metal formwork with accessories for moulding concrete |
| CN202157536U (en) * | 2011-06-27 | 2012-03-07 | 浙江建设职业技术学院 | Efficient economizing floor slab template |
| CN203308093U (en) * | 2013-06-08 | 2013-11-27 | 广东台澳特种铝材有限公司 | Aluminum template in transverse beam structure for building |
| CN103866975A (en) * | 2014-02-28 | 2014-06-18 | 苏鸿飞 | Building formwork assembly method and used aluminium formwork connector |
| CN203769302U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel moulding plate component for shear wall |
| US9027898B1 (en) * | 2012-07-27 | 2015-05-12 | Brent Holmboe | Shoring apparatus with roller bearing |
| CN205875711U (en) * | 2015-12-16 | 2017-01-11 | 绍兴县明煌建材科技有限公司 | Steel wood stencil assembly |
-
2015
- 2015-12-16 CN CN201510944128.8A patent/CN105715046B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1914388A (en) * | 2003-11-13 | 2007-02-14 | 古斯塔沃·塞拉诺罗德里格斯 | Metal formwork with accessories for moulding concrete |
| CN2734900Y (en) * | 2004-09-28 | 2005-10-19 | 魏志光 | Beam template supporting assembly structure |
| CN202157536U (en) * | 2011-06-27 | 2012-03-07 | 浙江建设职业技术学院 | Efficient economizing floor slab template |
| US9027898B1 (en) * | 2012-07-27 | 2015-05-12 | Brent Holmboe | Shoring apparatus with roller bearing |
| CN203308093U (en) * | 2013-06-08 | 2013-11-27 | 广东台澳特种铝材有限公司 | Aluminum template in transverse beam structure for building |
| CN203769302U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel moulding plate component for shear wall |
| CN103866975A (en) * | 2014-02-28 | 2014-06-18 | 苏鸿飞 | Building formwork assembly method and used aluminium formwork connector |
| CN205875711U (en) * | 2015-12-16 | 2017-01-11 | 绍兴县明煌建材科技有限公司 | Steel wood stencil assembly |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337558A (en) * | 2016-08-31 | 2017-01-18 | 赣州市嘉班钢模有限公司 | Double screw rod beam slab controller |
| CN107023166A (en) * | 2017-06-05 | 2017-08-08 | 中国建筑第七工程局有限公司 | There are side bar prestressed concrete beam indent sealing off and covering anchorage device and its application method |
| CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
| CN108343234B (en) * | 2018-05-02 | 2023-10-27 | 天津城建大学 | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105715046B (en) | 2018-03-20 |
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