CN209703304U - Formwork flooring panel assembly is exempted from a kind of cast-in-place concrete - Google Patents
Formwork flooring panel assembly is exempted from a kind of cast-in-place concrete Download PDFInfo
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- CN209703304U CN209703304U CN201920193877.5U CN201920193877U CN209703304U CN 209703304 U CN209703304 U CN 209703304U CN 201920193877 U CN201920193877 U CN 201920193877U CN 209703304 U CN209703304 U CN 209703304U
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Abstract
The utility model relates to pour floor technical field, and it discloses a kind of cast-in-place concrete and exempts from formwork flooring panel assembly, including fixed plate, the internal whorl of the fixed plate is connected with fixed screw, two opposite sides of the fixed plate are fixedly connected to supporting plate, the supporting plate is fixedly connected with lower steel truss far from one end of supporting plate far from column, the column is fixedly connected at the top of fixed plate one end, and the front and back of the lower steel truss is equidistant to be fixedly connected with connecting plate and fixed plate.Formwork flooring panel assembly is exempted from the cast-in-place concrete, connecting plate is fixedly connected with lower steel truss with upper steel truss with fixed plate by Rotating set screws, guarantee lower steel truss and upper steel truss is not in deformation when carrying weight, guarantee the stability of structure, rotary fixing screw mother makes fixed frame that straight panel to be fixed on to the bottom of upper steel truss, under the fixation of straight panel, connection loosing can be prevented while enhancing the stability of template.
Description
Technical field
The utility model relates to pour floor technical field, formwork flooring panel assembly is exempted from specially a kind of cast-in-place concrete.
Background technique
It is common in cast-in-situ bridge construction and cast-in-situ floor construction at present, raft support method construction is a kind of long-term adopted
Method applies a large amount of falsework of man-hour requirement, and construction with brackets is that bracket is set up at bridge location, and it is mixed that pontic is poured on bracket
Solidifying soil, form removal and bracket after concrete reaches intensity, construction with brackets biggest advantage are not need Large-scale Hoisting to set
It is standby.
Raft support method cast-in-situ prestressed concrete continuous box girder is a kind of relatively conventional construction party in science of bridge building
Method, guarantees the stabilization of structure, but supporting plate consumption is big in construction, and the set-up time is long, wastes a large amount of time and carrys out framework
Support plate, so propose that a kind of cast-in-place concrete exempts from formwork flooring panel assembly to solve the problems, such as above-mentioned propose.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of cast-in-place concrete and exempts from formwork flooring panel assembly, has
Standby the advantages of exempting from support, solve in construction that supporting plate consumption is big, the set-up time is long, wastes a large amount of time and carrys out framework branch
The problem of fagging.
(2) technical solution
To realize the above-mentioned purpose for exempting from support, the utility model provided the following technical solutions: a kind of cast-in-place concrete exempts to prop up
Mould flooring panel assembly, including fixed plate, the internal whorl of the fixed plate are connected with fixed screw, and two fixed plates are opposite
Side be fixedly connected to supporting plate, for the supporting plate far from column is fixedly connected at the top of fixed plate one end, the column is remote
It is fixedly connected with lower steel truss from one end of supporting plate, the front and back of the lower steel truss is equidistant to be fixedly connected with connection
The inside of plate and positioning plate, the connecting plate and positioning plate is threaded with set screw, and the connecting plate and positioning plate are remote
From upper steel truss is fixedly connected on the inside of lower steel truss one end, it is fixedly connected with template at the top of the upper steel truss, it is described
Top plate is fixedly connected at the top of template, the bottom of the template is fixedly connected with fixed frame, and the inside of the fixed frame is fixed
It is connected with straight panel, threaded post is welded at the top of the fixed frame, the external screw-thread of the threaded post is connected with fixture nut, institute
It states and offers placing groove at the top of supporting plate, be fixedly connected with limit plate at the top of the placing groove.
Preferably, the fixed plate, supporting plate and column are an entirety, and the inside of fixed plate offers threaded hole.
Preferably, one end of the fixed screw is run through the threaded hole opened up in fixed plate and is extended to outside fixed plate,
The front and back of the lower steel truss and upper steel truss is equidistant to offer location hole.
Preferably, the angle between one end of the connecting plate and lower steel truss is in 60 degree, the connecting plate other end and upper
Angle between steel truss is in 60 degree.
Preferably, the set screw runs through one end of connecting plate and extends to the inside of lower steel truss, and set screw passes through
It wears the other end of connecting plate and extends to inside steel truss.
Preferably, the angle between the supporting plate and column is in 90 degree, and the fixed frame and threaded post are an entirety,
Fixed frame is in arcuation, and the one end of the threaded post far from fixed frame is through upper steel truss and template and the top for extending to template.
(3) beneficial effect
Compared with prior art, the utility model provides a kind of cast-in-place concrete and exempts from formwork flooring panel assembly, have with
It is lower the utility model has the advantages that
1, formwork flooring panel assembly is exempted from the cast-in-place concrete, and fixed plate is fixed on carrier by rotary fixing screw silk
On, it is placed on inside the placing groove opened up at the top of supporting plate limit plate, and be fixed, then fixes lower steel truss
At the top of column, then Rotating set screws are fixedly connected with connecting plate with upper steel truss with lower steel truss, while will fix
The both ends of plate are respectively fixedly connected in the outside of lower steel truss and upper steel truss, guarantee lower steel truss and upper steel truss in carrying weight
Be not in deformation when object, guarantee the stability of structure, do not need support plate and be supported, to save the material of support plate
The time of material and building support plate.
2, formwork flooring panel assembly is exempted from the cast-in-place concrete, is contacted by the top of straight panel and the bottom of upper steel truss, In
Threaded post is run through into upper steel truss, rotary fixing screw mother makes fixed frame that straight panel to be fixed on to the bottom of upper steel truss, in straight panel
Under fixation, connection loosing can be prevented while enhancing the stability of template.
Detailed description of the invention
Fig. 1 is the utility model structural front view；
Fig. 2 is steel truss structure top view on the utility model；
Fig. 3 is the utility model limit plate structure top view.
In figure: 1 fixed plate, 2 fixed screws, 3 supporting plates, 4 columns, 5 lower steel truss, 6 connecting plates, 7 positioning plates, 8 positioning spiral shells
Silk, steel truss, 10 templates, 11 top plates, 12 straight panels, 13 fixed frames, 14 threaded posts, 15 fixture nuts, 16 placing grooves, 17 limits on 9
Position plate.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-3, formwork flooring panel assembly, including fixed plate 1, fixed plate 1, supporting plate 3 are exempted from a kind of cast-in-place concrete
It is an entirety with column 4, the inside of fixed plate 1 offers threaded hole, guarantees the stability between fixed structure, fixed plate 1
Internal whorl be connected with fixed screw 2, the threaded hole that one end of fixed screw 2 opens up in fixed plate 1 simultaneously extends to solid
Outside fixed board 1, guarantee that fixed plate 1 will not fall off, two opposite sides of fixed plate 1 are fixedly connected to supporting plate 3,3 He of supporting plate
Angle between column 4 is in 90 degree, and supporting plate 3 is far from column 4 is fixedly connected at the top of 1 one end of fixed plate, column 4 is far from support
One end of plate 3 is fixedly connected with lower steel truss 5, the front and back of lower steel truss 5 and upper steel truss 9 it is equidistant offer it is fixed
Position hole, facilitates set screw 8 to be fixed, and the front and back of lower steel truss 5 is equidistant to be fixedly connected with connecting plate 6 and determine
Position plate 7, the angle between one end of connecting plate 6 and lower steel truss 5 are in 60 degree, between 6 other end of connecting plate and upper steel truss 9
Angle be in 60 degree, increase the intensity between lower steel truss 5 and upper steel truss 9 using the stability of triangle, connecting plate 6 and determine
The inside of position plate 7 is threaded with set screw 8, and set screw 8 runs through one end of connecting plate 6 and extends to lower steel truss 5
Inside, set screw 8 through connecting plate 6 the other end and extend to inside steel truss 9, make connecting plate 6 and lower steel truss 5
Stronger with the connection of upper steel truss 9, connecting plate 6 and positioning plate 7 on the inside of lower 5 one end of steel truss far from being fixedly connected with
Steel truss 9, the top of upper steel truss 9 are fixedly connected with template 10, and the top of template 10 is fixedly connected with top plate 11, template 10
Bottom is fixedly connected with fixed frame 13, and fixed frame 13 and threaded post 14 are an entirety, and fixed frame 13 is in arcuation, and threaded post 14 is remote
One end from fixed frame 13 runs through upper steel truss 9 and template 10 and the top for extending to template 10, the inside of fixed frame 13 are fixed
It is connected with straight panel 12, the top of fixed frame 13 is welded with threaded post 14, and the external screw-thread of threaded post 14 is connected with fixture nut 15,
The top of supporting plate 3 offers placing groove 16, and the top of placing groove 16 is fixedly connected with limit plate 17, exempts from support to reach
Purpose.
In conclusion formwork flooring panel assembly is exempted from the cast-in-place concrete, it is by rotary fixing screw silk 2 that fixed plate 1 is fixed
On carrier, it is placed on inside the placing groove 16 opened up at the top of supporting plate 3 limit plate 17, and be fixed, then
Lower steel truss 5 is fixed on to the top of column 4, then Rotating set screws 8 make connecting plate 6 with lower steel truss 5 and upper steel truss 9
It is fixedly connected, while the both ends of positioning plate 7 being respectively fixedly connected in the outside of lower steel truss 5 and upper steel truss 9, guarantee lower steel
Truss 5 and upper steel truss 9 are not in deformation when carrying weight, guarantee the stability of structure, pass through the top of straight panel 12
Threaded post 14 is being run through upper steel truss 9 by portion and the contact of the bottom of upper steel truss 9, and rotary fixing screw mother 15 makes fixed frame 13 will
Straight panel 12 is fixed on the bottom of steel truss 9, under the fixation of straight panel 12, can prevent while enhancing the stability of template 10
Connection loosing, solves in construction that supporting plate consumption is big, and the set-up time is long, wastes a large amount of time and carrys out framework support plate
Problem.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. formwork flooring panel assembly, including fixed plate (1) are exempted from a kind of cast-in-place concrete, it is characterised in that: the fixed plate (1)
Internal whorl is connected with fixed screw (2), and two opposite sides of the fixed plate (1) are fixedly connected to supporting plate (3), described
Supporting plate (3) is fixedly connected with column (4) at the top of separate fixed plate (1) one end, the one end of the column (4) far from supporting plate (3)
It is fixedly connected with lower steel truss (5), the front and back of the lower steel truss (5) is equidistant to be fixedly connected with connecting plate (6)
With positioning plate (7), the inside of the connecting plate (6) and positioning plate (7) is threaded with set screw (8), the connecting plate
(6) and on the inside of separate lower steel truss (5) one end of positioning plate (7) it is fixedly connected with steel truss (9), the upper steel truss (9)
Top be fixedly connected with template (10), be fixedly connected with top plate (11) at the top of the template (10), the template (10)
Bottom is fixedly connected with fixed frame (13), and the inside of the fixed frame (13) is fixedly connected with straight panel (12), the fixed frame
(13) it is welded at the top of threaded post (14), the external screw-thread of the threaded post (14) is connected with fixture nut (15), the support
It is offered at the top of plate (3) placing groove (16), is fixedly connected with limit plate (17) at the top of the placing groove (16).
2. formwork flooring panel assembly is exempted from a kind of cast-in-place concrete according to claim 1, it is characterised in that: the fixed plate
(1), supporting plate (3) and column (4) are an entirety, and the inside of fixed plate (1) offers threaded hole.
3. formwork flooring panel assembly is exempted from a kind of cast-in-place concrete according to claim 2, it is characterised in that: the fixed spiral shell
Threaded hole that one end of silk (2) opens up on fixed plate (1) and to extend to fixed plate (1) external, the lower steel truss (5) and
The front and back of upper steel truss (9) is equidistant to offer location hole.
4. formwork flooring panel assembly is exempted from a kind of cast-in-place concrete according to claim 1, it is characterised in that: the connecting plate
(6) angle between one end and lower steel truss (5) is in 60 degree, the folder between connecting plate (6) other end and upper steel truss (9)
Angle is in 60 degree.
5. formwork flooring panel assembly is exempted from a kind of cast-in-place concrete according to claim 1, it is characterised in that: the positioning spiral shell
Silk (8) runs through the one end of connecting plate (6) and extends to the inside of lower steel truss (5), and set screw (8) is through connecting plate (6)
The other end simultaneously extends to steel truss (9) inside.
6. formwork flooring panel assembly is exempted from a kind of cast-in-place concrete according to claim 1, it is characterised in that: the supporting plate
(3) angle between column (4) is in 90 degree, and the fixed frame (13) and threaded post (14) are an entirety, fixed frame
It (13) is in arcuation, the one end of the threaded post (14) far from fixed frame (13) is through upper steel truss (9) and template (10) and extends
To the top of template (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920193877.5U CN209703304U (en) | 2019-02-13 | 2019-02-13 | Formwork flooring panel assembly is exempted from a kind of cast-in-place concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920193877.5U CN209703304U (en) | 2019-02-13 | 2019-02-13 | Formwork flooring panel assembly is exempted from a kind of cast-in-place concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209703304U true CN209703304U (en) | 2019-11-29 |
Family
ID=68641494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920193877.5U Active CN209703304U (en) | 2019-02-13 | 2019-02-13 | Formwork flooring panel assembly is exempted from a kind of cast-in-place concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209703304U (en) |
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2019
- 2019-02-13 CN CN201920193877.5U patent/CN209703304U/en active Active
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