CN106760497B - The concrete floor system high form-tie assembly supported using column - Google Patents
The concrete floor system high form-tie assembly supported using column Download PDFInfo
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- CN106760497B CN106760497B CN201710158233.8A CN201710158233A CN106760497B CN 106760497 B CN106760497 B CN 106760497B CN 201710158233 A CN201710158233 A CN 201710158233A CN 106760497 B CN106760497 B CN 106760497B
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- Prior art keywords
- support
- concrete
- frame
- column
- concrete column
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Classifications
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Abstract
The concrete floor system high form-tie assembly that the present invention is supported using column is mainly used for the use of building engineering field cast-in-place concrete building roof shuttering supporting, and, using concrete column as support, dismounting is efficient and convenient for it, is not required to consume a large amount of tube materials；The present invention is mainly made of bottom frame, diagonal brace, support frame, strut, coupling beam, by-level support；Support frame mainly by outline border, inside casing, support beam group at；By-level support is mainly made of set frame, horizontal support bar；Its main operational principle is: the concrete column of first construction floor, after whole concrete columns reaches some strength, all parts of the invention are installed on every concrete column, it is finally laid with superstructure template in the coupling beam of longitudinal and transverse direction and pours superstructure concrete, the transfer route of superstructure concrete load is successively are as follows: the multiple strut-support frame-bottom frames of the coupling beam-of longitudinal and transverse direction, by-level support carry out drawknot to diagonal brace.
Description
Technical field
Present invention is mainly used for the uses of building engineering field cast-in-place concrete building roof shuttering supporting.
Background technique
It is even using longitudinal steel pipe support and transverse direction in the support system of building engineering field concrete floor system high-supported formwork at present
Steel pipe is reinforced, if building superstructure is very high, longitudinal bracing steel pipe is that height is again very intensive, correspondingly increases transversely strengthening again
Work consuming is time-consuming again for steel pipe, i.e. waste material, extremely uneconomical.
Summary of the invention
The present invention solves the above problem, and, using concrete column as support, dismounting is efficient and convenient for it, is not required to consume a large amount of
Tube material；The present invention is mainly supported by bottom frame (1), diagonal brace (2), support frame (3), strut (4), coupling beam (5), by-level
(7) it forms；Support frame (3) is mainly made of outline border (8), inside casing (9), supporting beam (10), hinge joint (11)；By-level support
(7) it is mainly made of set frame (12), horizontal support bar (13)；Bottom frame (1) covers the lower end in concrete column (6) and is fixed temporarily,
Four sides of bottom frame (1) and the lower end of diagonal brace (2) are fixed, and the set frame (12) of by-level support (7) covers on concrete column (6) simultaneously
It is fixed temporarily, one end of horizontal support bar (13) and set frame (12) are fixed, and the other end of horizontal support bar (13) and diagonal brace (2) are solid
Fixed, the outline border (8) of support frame (3) and the upper end of diagonal brace (2) are fixed, the both ends of supporting beam (10) respectively with outline border (8) and inside casing
(9) fixed, inside casing (9) covers the top in concrete column (6) and is fixed temporarily, and supporting beam (10) has multiple hinge joints (11), more
A hinge joint (11) connect with the lower end of multiple struts (4) respectively, and the upper end of multiple struts (4) is connect with coupling beam (5)；The present invention
Main operational principle be: the concrete column of first construction floor, it is mixed at every after whole concrete columns reaches some strength
All parts of the invention are installed on solidifying earth pillar, superstructure template is finally laid on the coupling beam of longitudinal and transverse direction (5) and pour building
Lid concrete, the transfer route of superstructure concrete load is successively are as follows: the coupling beam (5) of longitudinal and transverse direction-multiple struts (4)-support
Frame (3)-bottom frame (1), by-level support (7) to carry out drawknot to diagonal brace (2)；Need to illustrate, when concrete column (6) intensity and just
When spending sufficiently large, bottom frame (1) is mounted on to the top of concrete column (6), cancels by-level support (7).
Detailed description of the invention
Description of symbols: 1- bottom frame, 2- diagonal brace, 3- support frame, 4- strut, 5- coupling beam, 6- concrete column, the centre 7- water
Flat support, 8- outline border, 9- inside casing, 10- supporting beam, 11- hinge joint, 12- cover frame, 13- horizontal support bar.
Fig. 1 is elevational schematic view of the invention.
Fig. 2 is A-A sectional view of the invention.
Fig. 3 is B-B sectional view of the invention.
Fig. 4 is C-C sectional view of the invention.
Fig. 5 is the scheme schematic diagram that bottom frame 1 is mounted on to the top of concrete column.
Specific embodiment
Referring to Fig. 1 to Fig. 5, illustrate main operational principle of the invention: the concrete column of first construction floor is mixed to whole
After solidifying earth pillar reaches some strength, all parts of the invention are installed on every concrete column, finally in longitudinal and transverse direction
It is laid with superstructure template in coupling beam 5 and pours superstructure concrete, the transfer route of superstructure concrete load is successively are as follows: longitudinal and transverse direction
The more a strut 4- support frame 3- bottom frames 1 of coupling beam 5-, by-level supports 7 pairs of diagonal braces 2 to carry out drawknots；Referring to Fig. 5, work as concrete
When the intensity and rigidity of column are sufficiently large, bottom frame 1 is mounted on to the top of concrete column, cancels by-level support 7, this design
Scheme can be further reduced component, but concrete column must have enough bending strengths, resist the eccentric bending moment that top is transmitted,
Otherwise concrete column will destroy.
Claims (1)
1. using the concrete floor system high form-tie assembly of column support, it is characterized in that: it is mainly by bottom frame (1), diagonal brace (2), support
Frame (3), strut (4), coupling beam (5), by-level support (7) composition；Support frame (3) is mainly by outline border (8), inside casing (9), support
Beam (10), hinge joint (11) composition；By-level support (7) is mainly made of set frame (12), horizontal support bar (13)；Bottom frame
(1) it covers the lower end in concrete column (6) and is fixed temporarily, four sides of bottom frame (1) and the lower end of diagonal brace (2) are fixed, by-level
The set frame (12) of support (7) is covered on concrete column (6) and is fixed temporarily, and one end of horizontal support bar (13) and set frame (12) are solid
Fixed, the other end of horizontal support bar (13) and diagonal brace (2) are fixed, and the outline border (8) of support frame (3) and the upper end of diagonal brace (2) are fixed,
The both ends of supporting beam (10) are fixed with outline border (8) and inside casing (9) respectively, and inside casing (9) covers on the top of concrete column (6) and interim
Fixed, supporting beam (10) has multiple hinge joints (11), and multiple hinge joints (11) connect with the lower end of multiple struts (4) respectively, more
The upper end of a strut (4) is connect with coupling beam (5)；The concrete column of first construction floor reaches certain strong to whole concrete columns
After degree, all parts of the invention are installed on every concrete column, are finally laid with superstructure on the coupling beam of longitudinal and transverse direction (5)
Template and superstructure concrete is poured, the transfer route of superstructure concrete load is successively are as follows: the coupling beam (5)-of longitudinal and transverse direction is multiple
Strut (4)-support frame (3)-bottom frame (1), by-level support (7) to carry out drawknot to diagonal brace (2)；It is strong when concrete column (6)
When degree is sufficiently large with rigidity, bottom frame (1) is mounted on to the top of concrete column (6), cancels by-level support (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710158233.8A CN106760497B (en) | 2017-03-16 | 2017-03-16 | The concrete floor system high form-tie assembly supported using column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710158233.8A CN106760497B (en) | 2017-03-16 | 2017-03-16 | The concrete floor system high form-tie assembly supported using column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760497A CN106760497A (en) | 2017-05-31 |
| CN106760497B true CN106760497B (en) | 2019-01-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710158233.8A Active CN106760497B (en) | 2017-03-16 | 2017-03-16 | The concrete floor system high form-tie assembly supported using column |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2305453Y (en) * | 1996-11-08 | 1999-01-27 | 南昌昌梅建筑设备有限公司 | In site casting concrete platform device |
| CN2382784Y (en) * | 1999-07-20 | 2000-06-14 | 耿道荣 | Quick support frame for building |
| KR20020032487A (en) * | 2002-04-08 | 2002-05-03 | 안종식 | A mold supporting device of slab |
| CN1352721A (en) * | 1999-01-21 | 2002-06-05 | 国际筑造公司 | Method for forming concrete floors |
| JP2010053649A (en) * | 2008-08-29 | 2010-03-11 | Ohbayashi Corp | Construction method for column and beam framework |
| CN204326570U (en) * | 2014-09-30 | 2015-05-13 | 中建钢构有限公司 | Truss temporary support structure |
-
2017
- 2017-03-16 CN CN201710158233.8A patent/CN106760497B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2305453Y (en) * | 1996-11-08 | 1999-01-27 | 南昌昌梅建筑设备有限公司 | In site casting concrete platform device |
| CN1352721A (en) * | 1999-01-21 | 2002-06-05 | 国际筑造公司 | Method for forming concrete floors |
| CN2382784Y (en) * | 1999-07-20 | 2000-06-14 | 耿道荣 | Quick support frame for building |
| KR20020032487A (en) * | 2002-04-08 | 2002-05-03 | 안종식 | A mold supporting device of slab |
| JP2010053649A (en) * | 2008-08-29 | 2010-03-11 | Ohbayashi Corp | Construction method for column and beam framework |
| CN204326570U (en) * | 2014-09-30 | 2015-05-13 | 中建钢构有限公司 | Truss temporary support structure |
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| Publication number | Publication date |
|---|---|
| CN106760497A (en) | 2017-05-31 |
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