CN109372185A - A kind of fast-assembling for building exempts to tear beam form plate structure and construction method open - Google Patents
A kind of fast-assembling for building exempts to tear beam form plate structure and construction method open Download PDFInfo
- Publication number
- CN109372185A CN109372185A CN201811508539.2A CN201811508539A CN109372185A CN 109372185 A CN109372185 A CN 109372185A CN 201811508539 A CN201811508539 A CN 201811508539A CN 109372185 A CN109372185 A CN 109372185A
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- Prior art keywords
- shaped
- thin plate
- strip thin
- shaped strip
- plate
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a kind of fast-assemblings for building to exempt to tear beam form plate structure and construction method open, belongs to assembled architecture technical field of construction.It include U-shaped strip thin plate and it is U-shaped erect stupefied bracket, U-shaped strip thin plate and it is U-shaped erect stupefied bracket and be connected and fixed by fixing bolt and wedge-shaped fastener, form shaping beam die plate;The inside of the U-shaped strip thin plate is uniform-distribution with several strip holes, the side plate of U-shaped strip thin plate and the inside of bottom plate are equipped with several raised lines, the outside of the side plate of U-shaped thin plate is equipped with a groove, and the open side of U-shaped strip thin plate is the outer construction in splayed configuration;It is described U-shaped to erect stupefied bracket equipped with hole.The effectively save timber resources of present invention energy, cost of labor realize fast-assembling, exempt to tear open;It and without lifting, manually can easily be installed in place, shorten the construction period and improve building industrialization degree.
Description
Technical field
The present invention relates to a kind of fast-assemblings for building to exempt to tear beam form plate structure and construction method open, belongs to assembled architecture construction skill
Art field.
Background technique
The common plank sheathing of Building Trade in China is there are timber usage amount is big at present, not environmentally the shortcomings that, in the construction of beam,
Also need to set up full hall scaffold during its formwork, the process of entire formwork demoulding needs to expend a large amount of manpowers, material resources, building
Industrialization degree is low.And prefabricated components used in assembled architecture are usually biggish precast concrete of being self-possessed, and are being installed
It must be installed in the process with tower crane or lifting equipment, also virtually increase the cost of lifting.
Summary of the invention
In order to overcome drawbacks described above, the purpose of the present invention is to provide a kind of environmentally friendly, lightweight, easily for building fast
Dress exempts to tear beam form plate structure and construction method open.The effectively save timber resources of energy, cost of labor realize fast-assembling, exempt to tear open;And without hanging
Dress, manually can easily be installed in place, and shorten the construction period and improve building industrialization degree.
To achieve the goals above, the present invention adopts the following technical scheme:
A kind of fast-assembling for building exempts to tear beam form plate structure open, it include U-shaped strip thin plate and it is U-shaped erect stupefied bracket, U-shaped strip thin plate and
It is U-shaped to erect stupefied bracket and be connected and fixed by fixing bolt and wedge-shaped fastener, form shaping beam die plate;
The inside of the U-shaped strip thin plate is uniform-distribution with several strip holes, the side plate of U-shaped strip thin plate and the inside of bottom plate
Equipped with several raised lines, the outside of the side plate of U-shaped thin plate is equipped with a groove, and the open side of U-shaped strip thin plate is in eight words
Outer construction of type;It is described U-shaped to erect stupefied bracket equipped with hole.
Further, the fixing bolt one end is equipped with handle, and the other end is equipped with fixing strip.
Further, the cross sectional shape of the side of the wedge-shaped fastener is right-angled trapezium, and middle position is provided with notch.
Further, the material of U-shaped strip thin plate is lightweight and the material for having intensity, and cross section is U-shaped.
Further, the U-shaped shape for erecting stupefied bracket is U-shaped.
Further, the equally distributed several strip holes in the inside of the U-shaped strip thin plate make U-shaped strip thin plate section
Form the construction of " honeycomb ".
A kind of fast-assembling for building exempts to tear the construction method of beam form plate structure, this method step open are as follows:
A. it is supported according to unwrapping wire position mounting rail bottom;
B. in beam bottom support, sleeper flitch, rower height of going forward side by side leveling are installed along beam length direction;
C. U-shaped strip thin plate is placed on sleeper flitch;
D. it erects stupefied bracket by U-shaped and pushes away from the bottom up, entangle sleeper flitch and U-shaped strip thin plate, guarantee U-shaped erects above stupefied bracket
Groove on hole and U-shaped strip side sheet is to flat;
E. fixing bolt is passed through from the U-shaped hole for erecting stupefied bracket, and be inserted into the groove of U-shaped strip thin plate, penetrate process
In, the fixing strip on bolt should be kept fixed in transversely and horizontally state, after being inserted into groove, fixing bolt is rotated by 90 °, made solid
Determine strip state in a vertical shape and U-shaped strip thin plate is blocked with this;
F. wedge-shaped fastener is entangled into fixing bolt underthrust, until wedge shape fastener be fastened on fixing bolt (3) it is motionless until;
G. it repeats step D, E, F arrangement the U-shaped of remaining is installed to erect stupefied bracket, what is be spaced each other U-shaped erects stupefied bracket according to fixation
Spacing is evenly distributed, and together with U-shaped strip thin plate lock ring;
H. the weight in U-shaped strip thin plate is taken out, and beam steel is installed in the U-type groove of U-shaped strip thin plate;
I. the casting concrete in the U-type groove of U-shaped strip thin plate, forms beam;
J. when concrete reaches intensity, U-shaped stupefied bracket and the matched fixing bolt and wedge-shaped fastener of erecting is removed to recycle,
U-shaped strip thin plate is not necessarily to dismantle together with beam concrete binding.
Further, when girder span is larger, together by two or more U-shaped strip thin plate splicings, beam is formed
Typified form.
Further, in step D: to avoid U-shaped strip thin plate from being influenced and from deviating from the position by the U-shaped thrust for erecting stupefied bracket,
Weight compression is put on the inside of U-shaped strip thin plate.
The inside of the U-shaped strip thin plate is uniform-distribution with several strip holes, and thin plate section is made to form similar " honeycomb
The construction of shape ", the mitigation self weight of effect, the cross sectional shape of strip hole can also be round, ellipse in addition to the rectangle of diagram
Round, triangle or other polygons, the concrete shape illustrated herein for explaining only the invention, are not used to limit this hair
It is bright.
The fixing bolt, to be rod-shaped, the handle of one end is for easily rotating fixing bolt in constructing, the hand illustrated herein
The shape of handle for explaining only the invention, is not intended to limit the present invention, and the fixing strip of the fixing bolt other end is strip, is used
Groove on the main U-shaped strip thin plate of card, the shape for the handle illustrated herein for explaining only the invention, are not used to limit this
Invention.
The effect of raised line on the inside of the U-shaped strip thin plate is: 1. limit beam steel cages protect its panel apart from thin plate
Demonstrate,prove the protective layer thickness of reinforcing bar;2 increase the intensity of strip thin plate;3. increase the frictional force of strip thin plate and beam concrete, so that
The two is stronger to be bonded together.The raised line cross sectional shape illustrated herein for explaining only the invention, is not used to limit this
Invention.
Beneficial effects of the present invention:
1, the present invention realizes fast mounting die, exempts from demoulding;
2, element self weight of the present invention is very light, and worker easily can move and install, and eliminate crane or tower crane;
3, present invention eliminates plank sheathings, use recyclable materials processing and manufacturing product instead, not only reduce building waste, Er Qiegeng
Add environmental protection;
4, the present invention realizes the factorial production, convenient and efficient, greatly shortens the time of architecture construction.
Detailed description of the invention
Fig. 1 erects stupefied holder combination three-dimensional figure with U-shaped for the U-shaped strip thin plate of the present invention;
Fig. 2 is the U-shaped strip thin plate of the present invention and U-shaped erect stupefied holder combination three-dimensional and blow figure;
Fig. 3 erects stupefied holder combination elevation with U-shaped for the U-shaped strip thin plate of the present invention;
Fig. 4 erects stupefied holder combination A-A sectional view with U-shaped for the U-shaped strip thin plate of the present invention;
Fig. 5 is the U-shaped strip thin plate three-dimensional figure of the present invention;
Fig. 6 is the U-shaped strip thin plate sectional view of the present invention;
Fig. 7, which is that the present invention is U-shaped, erects stupefied scaffold three-dimensional figure;
Fig. 8 is fixing bolt three-dimensional figure of the present invention;
Fig. 9 is the wedge-shaped fastener three-dimensional figure of the present invention;
Figure 10 combines three-dimensional figure with wedge-shaped fastener for fixing bolt of the present invention;
Figure 11 is that practice of construction of the present invention sets up schematic three dimensional views.
Specific embodiment
Present invention will now be described in detail with reference to the accompanying drawings.:
Embodiment 1
Refering to attached drawing, the present embodiment is that fast-assembling for building exempts to tear beam form plate structure open, it includes U-shaped strip thin plate 1 and U-shaped erects stupefied branch
Frame 2, U-shaped strip thin plate 1 and it is U-shaped erect stupefied bracket 2 and be connected and fixed by fixing bolt 3 and wedge-shaped fastener 4, formed and be formed
Beam forms;
The inside of the U-shaped strip thin plate 1 is uniform-distribution with several strip holes 1.1, the side plate and bottom plate of U-shaped strip thin plate 1
Inside be equipped with several raised lines 1.2, the outside of the side plate of U-shaped thin plate 1 is equipped with a groove 1.4, U-shaped strip thin plate 1 it is spacious
Mouth side is the outer construction 1.3 in splayed configuration;It is described U-shaped to erect stupefied bracket 2 equipped with hole 2.1.
3 one end of fixing bolt is equipped with handle 3.1, and the other end is equipped with fixing strip 3.2.
The cross sectional shape of the side of the wedge shape fastener 4 is right-angled trapezium, and middle position is provided with notch 4.1.
The cross section of U-shaped strip thin plate 1 is U-shaped.The material of U-shaped strip thin plate 1 is lightweight and the material for having intensity.
The U-shaped shape for erecting stupefied bracket 2 is U-shaped.
The equally distributed several strip holes 1.1 in the inside of the U-shaped strip thin plate 1 form U-shaped 1 section of strip thin plate
The construction of " honeycomb ".
Embodiment 2
Refering to attached drawing, the present embodiment is that fast-assembling for building exempts to tear the construction method of beam form plate structure, this method step open are as follows:
A. according to unwrapping wire position mounting rail bottom support 6;
B. in beam bottom support 6, sleeper flitch 5, rower height of going forward side by side leveling are installed along beam length direction;
C. U-shaped strip thin plate 1 is placed on sleeper flitch 5;
D. it erects stupefied bracket 2 by U-shaped and pushes away from the bottom up, entangle sleeper flitch 5 and U-shaped strip thin plate 1, guarantee U-shaped erects on stupefied bracket 2
Groove 1.4 on the hole 2.1 in face and U-shaped 1 side plate of strip thin plate is to flat;
E. fixing bolt 3 is passed through from the U-shaped hole for erecting stupefied bracket 2, and be inserted into the groove 1.4 of U-shaped strip thin plate 1, penetrated
In the process, the fixing strip 3.2 on bolt 3 should be kept fixed in transversely and horizontally state, after being inserted into groove 1.4, fixing bolt 3 is revolved
It turn 90 degrees, the state in a vertical shape of fixing strip 3.2 is made to block U-shaped strip thin plate 1 with this;
F. wedge-shaped fastener 4 is entangled into 3 underthrust of fixing bolt, until wedge shape fastener 4 be fastened on fixing bolt 3 it is motionless until;
G. it repeats step D, E, F arrangement the U-shaped of remaining is installed to erect stupefied bracket 2, what is be spaced each other U-shaped erects stupefied bracket 2 according to solid
Fixed spacing is evenly distributed, and together with U-shaped 1 lock ring of strip thin plate;
H. the weight in U-shaped strip thin plate 1 is taken out, and beam steel 7 is installed in the U-type groove of U-shaped strip thin plate 1;
I. the casting concrete in the U-type groove of U-shaped strip thin plate 1, forms beam;
J. when concrete reaches intensity, U-shaped stupefied bracket 2 and the matched fixing bolt 3 and wedge-shaped fastener 4 of erecting is removed to recycle benefit
With U-shaped strip thin plate 1 is not necessarily to dismantle together with beam concrete binding.
When girder span is larger, two or more U-shaped strip thin plates 1 are stitched together, the stock mould of beam is formed
Plate.
In step D: to avoid U-shaped strip thin plate 1 from being influenced and from deviating from the position by the U-shaped thrust for erecting stupefied bracket 2, in U-shaped length
Weight compression is put on the inside of bar thin plate 1.
Finally it should be noted that the above content is merely illustrative of the technical solution of the present invention, rather than the present invention is protected
The limitation of range, the simple modification or equivalent replacement that those skilled in the art carry out technical solution of the present invention,
All without departing from the spirit and scope of technical solution of the present invention.
Claims (9)
1. a kind of fast-assembling for building exempts to tear beam form plate structure open, it is characterised in that: it includes U-shaped strip thin plate (1) and U-shaped erects stupefied branch
Frame (2), U-shaped strip thin plate (1) and U-shaped erect stupefied bracket (2) and is fastened on one by fixing bolt (3) and wedge-shaped fastener (4)
It rises, forms shaping beam die plate;
The inside of the U-shaped strip thin plate (1) is uniform-distribution with several strip holes (1.1), the side plate of U-shaped strip thin plate (1)
And the inside of bottom plate is equipped with several raised lines (1.2), the outside of the side plate of U-shaped thin plate (1) is equipped with groove (1.4), and U-shaped strip is thin
The open side of plate (1) is the outer construction (1.3) in splayed configuration;Described U-shaped erect stupefied bracket (2) are equipped with hole (2.1).
2. fast-assembling for building according to claim 1 exempts to tear beam form plate structure open, it is characterised in that: the fixing bolt (3) its
One end is equipped with handle (3.1), and the other end is equipped with fixing strip (3.2).
3. fast-assembling for building according to claim 1 exempts to tear beam form plate structure open, it is characterised in that: the wedge shape fastener
(4) cross sectional shape of side is right-angled trapezium, and middle position is provided with notch (4.1).
4. fast-assembling for building according to claim 1 exempts to tear beam form plate structure open, it is characterised in that: U-shaped strip thin plate (1)
Material is lightweight and the material for having intensity, and cross section is U-shaped.
5. fast-assembling for building according to claim 1 exempts to tear beam form plate structure open, it is characterised in that: the U-shaped stupefied bracket (2) of erecting
Shape is U-shaped.
6. fast-assembling for building according to claim 1 exempts to tear beam form plate structure open, it is characterised in that: the U-shaped strip thin plate
(1) the equally distributed several strip holes (1.1) in inside make the construction of U-shaped strip thin plate (1) section formation " honeycomb ".
7. a kind of fast-assembling for building exempts to tear the construction method of beam form plate structure open, it is characterised in that this method step are as follows:
A. (6) are supported according to unwrapping wire position mounting rail bottom;
B. in beam bottom support (6), sleeper flitch (5) are installed along beam length direction, rower height of going forward side by side leveling;
C. U-shaped strip thin plate (1) is placed on sleeper flitch (5);
D. the U-shaped stupefied bracket (2) that erects is pushed away from the bottom up, entangles sleeper flitch (5) and U-shaped strip thin plate (1), guarantee it is U-shaped erect it is stupefied
Groove (1.4) on the hole (2.1) of bracket (2) above and U-shaped strip thin plate (1) side plate is to flat;
E. fixing bolt (3) is passed through from the U-shaped hole for erecting stupefied bracket (2), and is inserted into the groove of U-shaped strip thin plate (1)
(1.4) in, during penetrating, the fixing strip (3.2) on bolt (3) should be kept fixed in transversely and horizontally state, be inserted into groove
(1.4) after, fixing bolt (3) is rotated by 90 °, fixing strip (3.2) state in a vertical shape is made to block U-shaped strip thin plate (1) with this;
F. wedge-shaped fastener (4) is entangled into fixing bolt (3) underthrust, until wedge-shaped fastener (4) be fastened on it is motionless on fixing bolt (3)
Until;
G. step D, E, F are repeated and arranges that installing the U-shaped of remaining erects stupefied bracket (2), the U-shaped stupefied bracket (2) that erects being spaced each other is pressed
It is evenly distributed according to constant spacing, and together with U-shaped strip thin plate (1) lock ring;
H. the weight in U-shaped strip thin plate (1) is taken out, and beam steel (7) is installed in the U-type groove of U-shaped strip thin plate (1);
I. the casting concrete in the U-type groove of U-shaped strip thin plate (1), forms beam;
J. when concrete reaches intensity, remove it is U-shaped erect stupefied bracket (2) and matched fixing bolt (3) and wedge-shaped fastener (4) with
It recycles, U-shaped strip thin plate (1) is not necessarily to dismantle together with beam concrete binding.
8. fast-assembling for building according to claim 7 exempts to tear the construction method of beam form plate structure open, it is characterised in that: work as girder span
When larger, two or more U-shaped strip thin plates (1) are stitched together, the typified form of beam is formed.
9. fast-assembling for building according to claim 7 exempts to tear the construction method of beam form plate structure open, it is characterised in that: step D
In: to avoid U-shaped strip thin plate (1) from being influenced and from deviating from the position by the U-shaped thrust for erecting stupefied bracket (2), in U-shaped strip thin plate (1)
Put weight compression in inside.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201811508539.2A CN109372185A (en) | 2018-12-11 | 2018-12-11 | A kind of fast-assembling for building exempts to tear beam form plate structure and construction method open |
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CN201811508539.2A CN109372185A (en) | 2018-12-11 | 2018-12-11 | A kind of fast-assembling for building exempts to tear beam form plate structure and construction method open |
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CN201811508539.2A Pending CN109372185A (en) | 2018-12-11 | 2018-12-11 | A kind of fast-assembling for building exempts to tear beam form plate structure and construction method open |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115030403A (en) * | 2022-06-29 | 2022-09-09 | 中冶天工集团有限公司 | Mounting and reinforcing device for mould-disassembly-free beam and plate and implementation method |
CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
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JP2000220293A (en) * | 1999-02-03 | 2000-08-08 | Sato Kogyo Co Ltd | Beam form device and method of installing-dismantling beam from device |
CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
CN103934885A (en) * | 2014-04-18 | 2014-07-23 | 富于安(福建)环保模板有限公司 | Integral beam pouring system and integral beam clamp of concrete formworks |
CN203755664U (en) * | 2014-02-20 | 2014-08-06 | 宁波二十冶建设有限公司 | Side template reinforced structure of cast-in-place concrete beam |
CN205116716U (en) * | 2015-11-17 | 2016-03-30 | 魏志光 | Roof beam formwork support device |
CN106013787A (en) * | 2016-07-11 | 2016-10-12 | 中国建筑第八工程局有限公司 | Cast-in-place concrete beam formwork tool type reinforcing system and construction technology thereof |
CN108625591A (en) * | 2018-07-09 | 2018-10-09 | 中清大装配式建筑有限公司 | One kind is prefabricated to be exempted to tear beam forms open |
CN209308275U (en) * | 2018-12-11 | 2019-08-27 | 中清大装配式建筑有限公司 | A kind of fast-assembling for building exempts to tear beam form plate structure open |
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2018
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Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2000220293A (en) * | 1999-02-03 | 2000-08-08 | Sato Kogyo Co Ltd | Beam form device and method of installing-dismantling beam from device |
CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
CN203755664U (en) * | 2014-02-20 | 2014-08-06 | 宁波二十冶建设有限公司 | Side template reinforced structure of cast-in-place concrete beam |
CN103934885A (en) * | 2014-04-18 | 2014-07-23 | 富于安(福建)环保模板有限公司 | Integral beam pouring system and integral beam clamp of concrete formworks |
CN205116716U (en) * | 2015-11-17 | 2016-03-30 | 魏志光 | Roof beam formwork support device |
CN106013787A (en) * | 2016-07-11 | 2016-10-12 | 中国建筑第八工程局有限公司 | Cast-in-place concrete beam formwork tool type reinforcing system and construction technology thereof |
CN108625591A (en) * | 2018-07-09 | 2018-10-09 | 中清大装配式建筑有限公司 | One kind is prefabricated to be exempted to tear beam forms open |
CN209308275U (en) * | 2018-12-11 | 2019-08-27 | 中清大装配式建筑有限公司 | A kind of fast-assembling for building exempts to tear beam form plate structure open |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN115030403A (en) * | 2022-06-29 | 2022-09-09 | 中冶天工集团有限公司 | Mounting and reinforcing device for mould-disassembly-free beam and plate and implementation method |
CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
CN115419260B (en) * | 2022-09-29 | 2023-08-11 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
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