CN207159824U - A kind of filling concrete support shuttering for municipal bridge - Google Patents
A kind of filling concrete support shuttering for municipal bridge Download PDFInfo
- Publication number
- CN207159824U CN207159824U CN201720944717.0U CN201720944717U CN207159824U CN 207159824 U CN207159824 U CN 207159824U CN 201720944717 U CN201720944717 U CN 201720944717U CN 207159824 U CN207159824 U CN 207159824U
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- CN
- China
- Prior art keywords
- support frame
- steel plate
- template
- filling concrete
- municipal bridge
- 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.)
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Abstract
The utility model discloses a kind of filling concrete support shuttering for municipal bridge, its structure includes cross bar, support frame, brace, installed part, template, inner chamber, upper plate, damping device, support frame as described above is made up of six roots of sensation support bar, every three are one group, support frame as described above mutually forms vertical stratification, its middle part forms square frame, left and right is the right angle intersection line of both ends open outwardly, the support frame as described above transverse direction body of rod is flexibly connected with brace lower end using locking fit system, the jib head is connected with template, with the mutual form right angle triangular structure of support frame, the utility model is provided with damping device, when vibrations are produced in casting process, by the way that relative motion occurs between inside and outside steel plate, make the damping material dissipation vibration energy between steel plate, reach the purpose of energy-dissipating and shock-absorbing, effectively prevent frame deformation.
Description
Technical field
The utility model is a kind of filling concrete support shuttering for municipal bridge, belongs to Architectural Equipment technology neck
Domain.
Background technology
Because concrete in situsd is often by the climatic factors such as wind and rain, temperature and humidity, site condition, transportation range, knot
The influence of configuration shape and locations of structures, according to actual conditions and possible condition, take appropriate measures respectively, make concrete from system
It is standby, be molded into hardening during avoid or reduce the interference and destruction of various unfavorable conditions.
Prior art discloses Application No.：201621110914.4 a kind of filling concrete branch for municipal bridge
Hold mode plate, including four pieces of template assemblies form pour mould, one is formed between four pieces of templates and pours chamber, the two of two pieces of templates
A protuberance is respectively provided with side, its protuberance is assembled to form mutually a fixed part between adjacent two pieces of templates, and this is fixed
The outboard end in portion is sealed by a sealing device inserted from top to bottom.The utility model is simple in construction, can when pouring
The concatenation ability being effectively increased between each piece of template, by the way that fixed structure to be arranged to the outside of template, can easily it be torn open
The template after the completion of pouring is filled, form removal is convenient, and it is resisted the ability of stress and greatly increased.But it is disadvantageous in that and poured
Vibrations are produced inside when building, shakes and easily conducts to exterior support frame and rocking causes to deform.
Utility model content
Filled in view of the deficienciess of the prior art, the utility model purpose is to provide a kind of concrete for municipal bridge
Note support shuttering, with solve pour when inside produce vibrations, shake easily conduction to exterior support frame and rocking causes to become
The problem of shape.
To achieve these goals, the utility model is to realize by the following technical solutions：One kind is used for municipal bridge
The filling concrete support shuttering of beam, its structure include cross bar, support frame, brace, installed part, template, inner chamber, upper plate, damping
Device, support frame as described above are made up of six roots of sensation support bar, and every three are one group, and support frame as described above mutually forms vertical stratification, wherein
Portion forms square frame, and left and right is the right angle intersection line of both ends open outwardly, the support frame as described above transverse direction body of rod and brace lower end
It is flexibly connected using locking fit system, the jib head is connected with template, with the mutual form right angle triangle knot of support frame
Structure, the template are provided with four pieces altogether, form inner chamber between it, the template lower end is fastenedly connected with the support frame transverse direction body of rod, institute
State and be connected in the middle part of the support frame transverse direction body of rod with inner chamber using outer hoop fit system, the support frame as described above longitudinal direction body of rod fills provided with damping
Put；The damping device is made up of outer steel plate, bloop, damping material, interior steel plate, company's part, and the outer steel plate is adopted with interior steel plate
It is fastenedly connected with the mode of being superimposed with each other, the interior steel plate is provided with damping material, and the damping material both sides are provided with bloop, described
Bloop is located on interior steel plate in yi word pattern equidistant arrangement, the interior steel plate by even part run through, it is described even part by outer steel plate with
Support frame upper end connects.
Further, the inner chamber hypomere is provided with cross bar.
Further, the installed part is flexibly connected with upper plate using interference fit.
Further, it is the equal square of diameter with the connection of template upper end outer wall and contact surface on the inside of the upper plate.
Further, it is provided with installed part on the outside of the template upper end.
Further, the cross bar left and right ends are flexibly connected with template using interference fit.
Further, the outer steel plate area is more than interior steel plate area.
Further, the even part cross section is circle.
The beneficial effects of the utility model are provided with damping device, when vibrations are produced in casting process, pass through inside and outside steel
Relative motion occurs between plate, makes the damping material dissipation vibration energy between steel plate, reaches the purpose of energy-dissipating and shock-absorbing, it is effectively anti-
Only frame deformation.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural representation of filling concrete support shuttering for municipal bridge of the utility model；
Fig. 2 is damping device schematic diagram of the present utility model.
In figure：Cross bar -1, support frame -2, brace -3, installed part -4, template -5, inner chamber -6, upper plate -7, damping device -8,
Outer steel plate -801, bloop -802, damping material -803, even interior steel plate -804, part -805.
Embodiment
Technological means, creation characteristic, reached purpose and effect to realize the utility model are easy to understand, below
With reference to embodiment, the utility model is expanded on further.
Fig. 1-Fig. 2 is referred to, the utility model provides a kind of technical scheme：A kind of filling concrete for municipal bridge
Support shuttering, its structure include cross bar 1, support frame 2, brace 3, installed part 4, template 5, inner chamber 6, upper plate 7, damping device 8, institute
State support frame 2 to be made up of six roots of sensation support bar, every three are one group, and support frame as described above 2 mutually forms vertical stratification, and its middle part is formed
Square frame, left and right are the right angle intersection line of both ends open outwardly, and the 2 horizontal body of rod of support frame as described above uses with the lower end of brace 3
Lock fit system to be flexibly connected, the upper end of brace 3 is connected with template 5, with the mutual form right angle triangle knot of support frame 2
Structure, the template 5 are provided with four pieces altogether, and formation inner chamber 6 between it, the lower end of template 5 connects with the fastening of the 2 horizontal body of rod of support frame
Connect, be connected using outer hoop fit system with inner chamber 6 in the middle part of the 2 horizontal body of rod of support frame as described above, set on 2 longitudinal body of rod of support frame as described above
There is damping device 8；The damping device 8 is by outer steel plate 801, bloop 802, damping material 803, even interior steel plate 804, part 805
Composition, the outer steel plate 801 are fastenedly connected with interior steel plate 804 using the mode of being superimposed with each other, and the interior steel plate 804 is provided with damping material
Material 803, the both sides of damping material 803 are provided with bloop 802, and the bloop 802 is located at interior steel in yi word pattern equidistant arrangement
On plate 804, the interior steel plate 804 is run through by even part 805, and the even part 805 is connected by outer steel plate 801 with the upper end of support frame 2,
The hypomere of inner chamber 6 is provided with cross bar 1, and the installed part 4 is flexibly connected with upper plate 7 using interference fit, in the upper plate 7
The upper end outer wall connection of side and template 5 and contact surface are the equal square of diameter, and installed part 4 is provided with the outside of the upper end of template 5,
The left and right ends of cross bar 1 are flexibly connected with template 5 using interference fit.
Carrying out in use, damping device 8 is positioned at into support frame 2 and the junction of template 5 by even part 805 first.
When vibrations are produced in casting process, by the way that relative motion occurs between interior steel plate 804 and outer steel plate 801, make between steel plate
The dissipation vibration energy of damping material 803, eliminates most of noise by bloop 802, reaches the purpose of energy-dissipating and shock-absorbing, effectively anti-
Only frame deformation.
Damping material 803 described in this patent be using rubber and plastics damping sheet and foamed plastics as damping laminboard layer,
For vibration and noise control.The section bars such as various structural panel sandwich and beam are combined into structural metallic materials again, it is machined
Various structural members are made.
Cross bar 1 of the present utility model, support frame 2, brace 3, installed part 4, template 5, inner chamber 6, upper plate 7, damping device 8,
The part that part is universal standard part or those skilled in the art know, its structure and principle all can lead to for this technology personnel
Cross technical manual to learn or by normal experiment method know, the utility model solves the problems, such as it is that inside produces shake when pouring
It is dynamic, shake easily conduction to exterior support frame and rocking causes to deform, the utility model pass through above-mentioned part mutual group
Close, when vibrations can be produced in casting process, by the way that relative motion occurs between inside and outside steel plate, make the damping material between steel plate
Expect dissipation vibration energy, reach the purpose of energy-dissipating and shock-absorbing, effectively prevent frame deformation, it is described in detail below：
Outer steel plate 801 is fastenedly connected with interior steel plate 804 using the mode of being superimposed with each other, and the interior steel plate 804 is provided with damping material
Material 803, the both sides of damping material 803 are provided with bloop 802, and the bloop 802 is located at interior steel in yi word pattern equidistant arrangement
On plate 804, the interior steel plate 804 is run through by even part 805, and the even part 805 is connected by outer steel plate 801 with the upper end of support frame 2.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above, for
For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the utility model is by institute
Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in the utility model.Any reference in claim should not be considered as to the involved right of limitation
It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (6)
1. a kind of filling concrete support shuttering for municipal bridge, its structure includes cross bar (1), support frame (2), brace
(3), installed part (4), template (5), inner chamber (6), upper plate (7), damping device (8), support frame as described above (2) is by six roots of sensation support bar structure
Into every three are one group, and support frame as described above (2) mutually forms vertical stratification, and its middle part forms square frame, and left and right is both ends
The right angle intersection line of opening outwardly, it is characterised in that：
Support frame as described above (2) the horizontal body of rod is flexibly connected with brace (3) lower end using locking fit system, on the brace (3)
End be connected with template (5), and the mutual form right angle triangular structure of support frame (2), the template (5) altogether provided with four pieces, its it
Between form inner chamber (6), template (5) lower end is fastenedly connected with support frame (2) horizontal body of rod, support frame as described above (2) transverse bar
It is connected in the middle part of body with inner chamber (6) using outer hoop fit system, support frame as described above (2) longitudinal body of rod is provided with damping device (8)；
The damping device (8) is by outer steel plate (801), bloop (802), damping material (803), even interior steel plate (804), part
(805) form, the outer steel plate (801) is fastenedly connected with interior steel plate (804) using the mode of being superimposed with each other, the interior steel plate
(804) damping material (803) is provided with, damping material (803) both sides are provided with bloop (802), and the bloop (802) is in
Yi word pattern equidistant arrangement is located on interior steel plate (804), and the interior steel plate (804) is run through by even part (805), the even part (805)
It is connected by outer steel plate (801) with support frame (2) upper end.
A kind of 2. filling concrete support shuttering for municipal bridge according to claim 1, it is characterised in that：It is described
Inner chamber (6) hypomere is provided with cross bar (1).
A kind of 3. filling concrete support shuttering for municipal bridge according to claim 1, it is characterised in that：It is described
Installed part (4) is flexibly connected with upper plate (7) using interference fit.
A kind of 4. filling concrete support shuttering for municipal bridge according to claim 1, it is characterised in that：It is described
With the connection of template (5) upper end outer wall and contact surface it is the equal square of diameter on the inside of upper plate (7).
A kind of 5. filling concrete support shuttering for municipal bridge according to claim 1, it is characterised in that：It is described
Installed part (4) is provided with the outside of template (5) upper end.
A kind of 6. filling concrete support shuttering for municipal bridge according to claim 1, it is characterised in that：It is described
Cross bar (1) left and right ends are flexibly connected with template (5) using interference fit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720944717.0U CN207159824U (en) | 2017-07-31 | 2017-07-31 | A kind of filling concrete support shuttering for municipal bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720944717.0U CN207159824U (en) | 2017-07-31 | 2017-07-31 | A kind of filling concrete support shuttering for municipal bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207159824U true CN207159824U (en) | 2018-03-30 |
Family
ID=61715613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720944717.0U Expired - Fee Related CN207159824U (en) | 2017-07-31 | 2017-07-31 | A kind of filling concrete support shuttering for municipal bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207159824U (en) |
-
2017
- 2017-07-31 CN CN201720944717.0U patent/CN207159824U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180330 Termination date: 20180731 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |