CN102116080B - Beam and slab integrally casted building template - Google Patents
Beam and slab integrally casted building template Download PDFInfo
- Publication number
- CN102116080B CN102116080B CN 201010595852 CN201010595852A CN102116080B CN 102116080 B CN102116080 B CN 102116080B CN 201010595852 CN201010595852 CN 201010595852 CN 201010595852 A CN201010595852 A CN 201010595852A CN 102116080 B CN102116080 B CN 102116080B
- Authority
- CN
- China
- Prior art keywords
- flute profile
- template
- plate
- cover plate
- profile module
- 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
- 239000000945 filler Substances 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims description 31
- 238000009415 formwork Methods 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 5
- 238000010586 diagram Methods 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- -1 timber Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a beam and slab integrally casted building template. The template comprises a beam template (1) and a slab template (2), wherein both the beam template (1) and the slab template (2) are formed by assembling a plurality of groove-shaped modules (3) which are connected with each other; the groove-shaped modules (3) are connected with each other via bolts (4) or plugs; the bottom of the slab template (2) is supported by support beams (6); a cover plate (5) is arranged at the joint of the slab template (2) and the beam template (1); a filler strip (7) is arranged on a support beam (6) at the bottom of the slab template (2); a backing plate (20) is arranged at the top of the beam template (1); one end of the cover plate (5) is supported on the filler strip (7) and the other end of the cover plate is supported on the backing plate (20); and the cover plate (5) and the filler strip (7) or the backing plate (20) are connected with screws (8), bolts or plugs. The template is convenient to assemble, has high rigidity and bearing capacity, is easy to dismantle and can solve the problem of insufficient modules when the template is assembled.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to the integrated poured construction formwork of a kind of beam slab.
Background technology:
Since the nineties, China's architectural structure system has had very great development.Highrise building and super highrise building are built in a large number, these modern heavy construction systems, and workmanship requires high, and construction technology is complicated.Therefore, building construction technology must be improved, and is same, and mould plate technique has also been proposed new demand, must adopt advanced mould plate technique, could satisfy the requirement of modern construction engineering construction.Traditional wooden form for building expends a large amount of forest reserves in production and application, recovery utilization rate is low, has expended a large amount of material resources manpowers, simultaneously serious harm has been caused in the environment of China; Traditional steel form exist from great, repeat usage is low, dismounting is difficult, operator's labour intensity is large, and the problem such as construction quality is not high; There are the shortcomings such as piece is little, piece is many, rigidity is weak in combined steel formwork.A kind of beam formwork for building (number of patent application 201010153852.6) and a kind of floorslab template used for building (number of patent application 201010153640.8) are assembled by bolt or latch by polylith flute profile module connected to one another, this by flute profile module assembled beam forms and template die plate, during construction, the size of beam forms and template die plate may be inconsistent with the size of beam and floor, and can there be the inadequate problem of modulus in beam forms and template die plate intersection.
Summary of the invention:
The object of the present invention is to provide the integrated poured construction formwork of a kind of beam slab, the integrated poured construction formwork deadweight of this beam slab is little, flexibility good, working procedure is simple, and recovery utilization rate is high, and can adopt mechanization production and construction, be convenient to control construction quality, improve efficiency of construction.Aspect stressed, it is large to have rigidity, and bearing capacity is high, the advantage that overall performance is good.
The object of the present invention is achieved like this, the integrated poured construction formwork of a kind of beam slab, comprise beam forms, template die plate, beam forms and template die plate are all assembled by polylith flute profile module connected to one another, laterally connect by bolt or latch between the flute profile module, template die plate bottom has brace summer to support, the invention is characterized in that described template die plate and beam forms junction are provided with cover plate, on the brace summer of template die plate bottom filler strip is arranged, backing plate is arranged at the beam forms top, cover plate one end is supported on the filler strip, and the other end is supported on the backing plate.The flute profile module comprises web and two edges of a wing, bolt hole is arranged on the edge of a wing, when spliced girder template and template die plate, polylith flute profile module is arranged in order neatly, make the bolt hole on the adjacent two flute profile module edges of a wing mutually corresponding, bolt or latch are passed bolt hole, laterally connect adjacent flute profile module, form respectively beam forms and template die plate, at template die plate and beam forms junction cover plate is set, the beam forms top arranges backing plate, form the integrated poured construction formwork of beam slab, at beam forms and the inadequate place of template die template die number backing plate and cover plate are set, like this, during fluid concrete, concrete can not flow out.
Feature of the present invention also is between described cover plate and the filler strip, be connected by screw or bolt or latch between cover plate and the backing plate.Utilize screw or bolt or latch to couple together cover plate and filler strip, cover plate and backing plate, the good integrity of template.
Feature of the present invention is that also the section form of the backing plate at described beam forms top is dihedral or flute profile.Backing plate can be made into the dihedral backing plate, also can be made into the flute profile backing plate, can select according to the construction needs.
Feature of the present invention also is on the edge of a wing of described flute profile module bolt hole is arranged, and the form removal hole is arranged on the web.When spliced girder template and template die plate, the bolt hole that is passed on the edge of a wing by bolt or latch between the adjacent two flute profile modules laterally connects.Form removal hole on the web can be used for installing the form removal bolt, the shank of bolt end of form removal bolt and the web outer wall of flute profile module at grade, during concreting, concrete can not flow out from the form removal hole.When removing beam forms and template die plate, turn the form removal bolt, under the effect of bolt force, beam forms can separate with concrete easily with the template die plate, the convenient integral mold plate of removing.
Feature of the present invention also is between two flute profile modules vertically to be connected by the connection strap keeper by the connection strap of adjustable length.When vertically connecting two flute profile modules with connection strap, between the web that connection strap is inserted the connection strap keeper and the web of flute profile module, and with the hole on bolt or the latch insertion connection strap keeper web, be connected and fixed with connection strap.The length of connection strap adjustable slot shape module, the demand of different size template when satisfying construction.
Feature of the present invention is that also described connection strap keeper is connected with the flute profile module by bolt or latch.On two edges of a wing of connection strap keeper hole is arranged, the connection strap keeper is inserted in the flute profile module ends groove, make the bolt hole on two edges of a wing of hole and flute profile module on two edges of a wing of connection strap keeper corresponding respectively, bolt or latch are passed bolt hole and hole, the connection strap keeper is connected with the flute profile module.
Feature of the present invention is that also described cover plate, filler strip, backing plate adopt hard material to be made.Cover plate, filler strip, backing plate by the hard materials such as timber, steel, aluminium alloys are made had both satisfied the requirement of template in the construction, and very large flexibility is also arranged.
Description of drawings:
In the following drawings, 1 is beam forms, and 2 is the template die plate, 3 is the flute profile module, 4 is bolt, and 5 is cover plate, and 6 is brace summer, 7 is filler strip, 8 is screw, and 9 is the edge of a wing of flute profile module, and 10 is the bolt hole on the flute profile module edge of a wing, 11 is the web of flute profile module, 12 is the form removal hole on the flute profile module web, and 13 is connection strap, and 14 is the connection strap keeper, 15 are the form removal bolt, 16 is the web of connection strap keeper, and 17 is the hole on the connection strap keeper web, and 18 is the edge of a wing of connection strap keeper, 19 is the hole on the connection strap keeper edge of a wing, and 20 is the backing plate at beam forms top.
Fig. 1 is the beam forms structural representation
Fig. 2 is template die plated construction schematic diagram
Fig. 3 is the integrated poured architectural template structure schematic diagram of beam slab
Fig. 4 is another embodiment of the integrated poured construction formwork of beam slab
Fig. 5 is flute profile modular structure schematic diagram
Fig. 6 is two flute profile module longitudinal connection structure schematic diagrames
Fig. 7 is connection strap keeper and flute profile module assembly unit schematic diagram
Fig. 8 is connection strap keeper and another embodiment of flute profile module assembly unit
Fig. 9 is connection strap locating element structure schematic diagram
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention is shown in accompanying drawing 1～9, the integrated poured construction formwork of a kind of beam slab, comprise beam forms 1, template die plate 2, beam forms 1 and template die plate 2 are all assembled by polylith flute profile module connected to one another 3, laterally connect by bolt 4 between the flute profile module 3, template die plate 2 bottoms have brace summer 6 to support, the invention is characterized in that described template die plate 2 is provided with cover plate 5 with beam forms 1 junction, on the brace summer 6 of template die plate 2 bottoms filler strip 7 is arranged, backing plate 20 is arranged at beam forms 1 top, cover plate 5 one ends are supported on the filler strip 7, and the other end is supported on the backing plate 20.Flute profile module 3 comprises web 11 and two edges of a wing 9, bolt hole 10 is arranged on the edge of a wing 9, when spliced girder template 1 and template die plate 2, polylith flute profile module 3 is arranged in order neatly, makes the bolt hole 10 on the adjacent two flute profile module edges of a wing 9 mutually corresponding, bolt 4 or latch are passed bolt hole 10, laterally connect adjacent flute profile module 3, form respectively beam forms 1 and template die plate 2, in template die plate 2 and beam forms 1 junction cover plate 5 is set, beam forms 1 top arranges backing plate 20, forms the integrated poured construction formwork of beam slab.Fig. 1 is beam forms 1 structural representation, Fig. 2 is template die plate 2 structural representations, beam forms 1 among the figure and template die plate 2 are all assembled by polylith flute profile module connected to one another 3, laterally connect by bolt 4 between the flute profile module 3, Fig. 3 is the integrated poured architectural template structure schematic diagram of beam slab, and Fig. 4 is another embodiment of the integrated poured construction formwork of beam slab.
Feature of the present invention also is between described cover plate 5 and the filler strip 7, be connected by screw 8 or bolt or latch between cover plate 5 and the backing plate 20.Among Fig. 3, Fig. 4, utilize screw 8 to couple together between cover plate 5 and filler strip 7, cover plate 5 and the backing plate 20.
Feature of the present invention is that also the section form of the backing plate 20 at described beam forms 1 top is dihedral or flute profile.Among Fig. 3, dihedral backing plate 20 is arranged at beam forms 1 top, and among Fig. 4, flute profile backing plate 20 is arranged at beam forms 1 top.
Feature of the present invention also is on the edge of a wing 9 of described flute profile module 3 bolt hole 10 is arranged, and form removal hole 12 is arranged on the web 11.Fig. 5 is flute profile module 3 structural representations, among the figure, on the edge of a wing 9 of flute profile module 3 bolt hole 10 is arranged, and form removal hole 12 is arranged on the web 11.
Feature of the present invention also is between two flute profile modules 3 vertically to be connected by connection strap keeper 14 by the connection strap 13 of adjustable length.Fig. 6 is two flute profile modules, 3 longitudinal connection structure schematic diagrames, when vertically connecting two flute profile modules 3 with connection strap 13, connection strap 13 is inserted between the web 11 of the web 16 of connection strap keepers 14 and flute profile module 3, and with the hole 17 on the bolt 4 insertion connection strap keeper webs 16, be connected and fixed with connection strap 13.
Feature of the present invention is that also described connection strap keeper 14 is connected with flute profile module 3 by bolt 4 or latch.Fig. 7 is connection strap keeper 14 and flute profile module 3 assembly unit schematic diagrames, Fig. 8 is connection strap keeper 14 and another embodiment of flute profile module 3 assembly units, Fig. 9 is connection strap keeper 14 structural representations, among the figure, on two edges of a wing 18 of connection strap keeper 14 hole 19 is arranged, connection strap keeper 14 is inserted in flute profile module 3 end grooves, make the bolt hole 12 on two edges of a wing 9 of hole 19 and flute profile module 3 on two edges of a wing 18 of connection strap keeper 14 corresponding respectively, bolt 4 is passed bolt hole 12 and hole 19, connection strap keeper 14 is connected with flute profile module 3.
Feature of the present invention is that also described cover plate 5, filler strip 7, backing plate 20 adopt hard material to be made.
The present invention seeks to realize like this, polylith flute profile module 3 is arranged in order neatly, makes the bolt hole 10 on the adjacent two flute profile module edges of a wing 9 mutually corresponding, bolt 4 is passed bolt hole 10, laterally connect adjacent flute profile module 3, form respectively beam forms 1 and template die plate 2; Place backing plate 20 at beam forms 1 top, place filler strip 7 on the brace summer 6, cover plate 5 one ends are placed on the backing plate 20, the other end is placed on the filler strip 7.With screw 8 cover plate 5 and backing plate 20 and filler strip 7 are connected and fixed, form the integrated poured construction formwork of beam slab.
Claims (7)
1. integrated poured construction formwork of beam slab, comprise beam forms (1), template die plate (2), beam forms (1) and template die plate (2) are all assembled by polylith flute profile module connected to one another (3), laterally connect by bolt (4) or latch between the flute profile module (3), template die plate (2) bottom has brace summer (6) to support, it is characterized in that: described template die plate (2) is provided with cover plate (5) with beam forms (1) junction, on the brace summer (6) of template die plate (2) bottom filler strip (7) is arranged, backing plate (20) is arranged at beam forms (1) top, cover plate (5) one ends are supported on the filler strip (7), and the other end is supported on the backing plate (20).
2. the integrated poured construction formwork of beam slab according to claim 1 is characterized in that: be connected by screw (8) or bolt or latch between described cover plate (5) and the filler strip (7), between cover plate (5) and the backing plate (20).
3. the integrated poured construction formwork of beam slab according to claim 1, it is characterized in that: the section form of the backing plate (20) at described beam forms (1) top is dihedral or flute profile.
4. the integrated poured construction formwork of beam slab according to claim 1 is characterized in that: on the edge of a wing (9) of described flute profile module (3) bolt hole (10) is arranged, form removal hole (12) is arranged on the web (11).
5. the integrated poured construction formwork of beam slab according to claim 1 is characterized in that: the connection strap (13) by adjustable length between two flute profile modules (3) vertically connects by connection strap keeper (14).
6. the integrated poured construction formwork of beam slab according to claim 5 is characterized in that: described connection strap keeper (14) is connected with flute profile module (3) by bolt (4) or latch.
7. the integrated poured construction formwork of beam slab according to claim 1 is characterized in that: described cover plate (5), filler strip (7), backing plate (20) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010595852 CN102116080B (en) | 2010-12-20 | 2010-12-20 | Beam and slab integrally casted building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010595852 CN102116080B (en) | 2010-12-20 | 2010-12-20 | Beam and slab integrally casted building template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102116080A CN102116080A (en) | 2011-07-06 |
| CN102116080B true CN102116080B (en) | 2013-04-17 |
Family
ID=44214992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010595852 Expired - Fee Related CN102116080B (en) | 2010-12-20 | 2010-12-20 | Beam and slab integrally casted building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102116080B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409843B (en) * | 2011-09-02 | 2014-06-04 | 吴方伯 | Formwork for integral pouring construction of beam column |
| ES2527895B1 (en) | 2013-07-29 | 2015-11-05 | Inveral, S.A. | Formwork for a hanging beam |
| CN205935631U (en) * | 2016-08-19 | 2017-02-08 | 江苏远发新材料有限公司 | High stability building templates of convenient location |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2026382A6 (en) * | 1990-10-25 | 1992-04-16 | Roca Amenedo Vicente | Recoverable shuttering for flat or suspended girders (summers, summer beams) |
| CN201460202U (en) * | 2009-07-20 | 2010-05-12 | 石家庄市太行钢模板有限公司 | Full-steel wall big template capable of matching |
| CN201661067U (en) * | 2010-01-12 | 2010-12-01 | 金斗喜 | Steel and wood combined building template |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2719503B2 (en) * | 1995-02-10 | 1998-02-25 | 文元 李 | Architectural formwork |
-
2010
- 2010-12-20 CN CN 201010595852 patent/CN102116080B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2026382A6 (en) * | 1990-10-25 | 1992-04-16 | Roca Amenedo Vicente | Recoverable shuttering for flat or suspended girders (summers, summer beams) |
| CN201460202U (en) * | 2009-07-20 | 2010-05-12 | 石家庄市太行钢模板有限公司 | Full-steel wall big template capable of matching |
| CN201661067U (en) * | 2010-01-12 | 2010-12-01 | 金斗喜 | Steel and wood combined building template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102116080A (en) | 2011-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102071796A (en) | Template for construction | |
| CN205840047U (en) | A kind of precast shear wall novel perps attachment structure | |
| CN201704946U (en) | Shear wall formwork for building | |
| CN102116080B (en) | Beam and slab integrally casted building template | |
| CN201730317U (en) | Floor formwork for buildings | |
| CN102061806B (en) | Building template | |
| CN102605944A (en) | Building formwork | |
| CN102121309A (en) | Floorslab template for buildings | |
| CN102121308A (en) | Template for buildings | |
| CN201730330U (en) | Beam formwork for building | |
| CN102071802B (en) | Template for construction | |
| CN201730313U (en) | Floorslab template used for building | |
| CN102116081A (en) | Template for building | |
| CN201730316U (en) | Floor slab template for buildings | |
| CN102287046A (en) | Building template | |
| CN201786018U (en) | Shearing wall template for buildings | |
| CN102116082B (en) | Moulding board for building purposes | |
| CN102191858A (en) | Pillar template for building | |
| CN213654236U (en) | Mortise-tenon type reserved pipe groove die | |
| CN202826017U (en) | Factory prefabricated side mold of ribbed plate steel shaped like a wild goose | |
| CN201962940U (en) | Formwork for building | |
| CN102268921A (en) | Beam template for construction | |
| CN102168488A (en) | Floor slab formwork for building | |
| CN201730322U (en) | Building column template | |
| CN102359265A (en) | Building template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221027 Address after: Xiangjiang Century City, Kaifu District, Changsha City, Hunan Province 410008 Patentee after: Wu Chong Address before: 410082 Hunan province Changsha Lushan Road Structure Engineering Research Institute Hunan University Patentee before: Wu Fangbo |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130417 |