CN206204797U - A kind of highway bridge concrete steel form - Google Patents
A kind of highway bridge concrete steel form Download PDFInfo
- Publication number
- CN206204797U CN206204797U CN201621217506.9U CN201621217506U CN206204797U CN 206204797 U CN206204797 U CN 206204797U CN 201621217506 U CN201621217506 U CN 201621217506U CN 206204797 U CN206204797 U CN 206204797U
- Authority
- CN
- China
- Prior art keywords
- composite shuttering
- steel form
- support
- panel
- outside
- 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
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Abstract
The utility model discloses a kind of highway bridge concrete steel form, including composite shuttering, buckle is installed on the left of composite shuttering, draw-in groove is installed on the right side of composite shuttering, back cord is installed at the top of composite shuttering, the inner chamber of composite shuttering is provided with rib, sleeve pipe is provided with the top of composite shuttering, the bottom of composite shuttering is connected with panel, the bottom of panel is connected with combined steel formwork, the bottom of combined steel formwork is connected with support two, the inner chamber of support two is provided with bearing, rotary shaft is installed on the inside of bearing, pulley is socketed with the outside of rotary shaft, the both sides of panel are provided with support, template net is installed at the top of combined steel formwork, the inner chamber of combined steel formwork is provided with through hole, steel wire is installed on the outside of the panel.The utility model improves the installation rate of steel form by improving conventional bond pattern, improves operating efficiency.
Description
Technical field
The utility model is related to concrete steel formwork technical field, specially a kind of highway bridge concrete steel form.
Background technology
Steel form is the steel template for concrete moulding by casting, also plank sheathing, glued mould etc., steel form with
It is used for multiple times, and is widely used among architectural engineering the features such as beautiful appearance.
In steel form when using, molding effect is very perfect naturally, but there are many defects before the forming, for example
In baroque engineering, time shared by assembling reinforcement is also more long than time required for concrete formation, therefore template
One important link during installation, current building template is generally large-scale template, installs time-division inconvenience, and also some engineerings is
The steel form of screw connection, this can leave the marking in concrete formation, also inconvenient, steel form installation it
Afterwards, it is necessary to be transported to steel form, due to the poor mobility of steel form, so needing substantial amounts of manpower, this is all mixed at present
The problems of solidifying soil steel form.
Utility model content
The purpose of this utility model is to provide a kind of highway bridge concrete steel form, possesses simple installation and convenience
Mobile advantage, it is generally large-scale template to solve current building template, installs time-division inconvenience, and also some engineerings is screw
The steel form of connection, this can leave the marking in concrete formation, also inconvenient, after steel form installation, need
Steel form is transported, due to the poor mobility of steel form, so needing the problem of substantial amounts of manpower.
To achieve the above object, the utility model provides following technical scheme：A kind of highway bridge concrete steel form,
Including composite shuttering, buckle is installed on the left of the composite shuttering, draw-in groove is installed on the right side of the composite shuttering, it is described multiple
Back cord is installed, the inner chamber of the composite shuttering is provided with rib, set is provided with the top of the composite shuttering at the top of shuttering
Pipe, the bottom of the composite shuttering is connected with panel, and the bottom of the panel is connected with combined steel formwork, the combined steel formwork
Bottom be connected with support two, the inner chamber of the support two is provided with bearing, rotary shaft is provided with the inside of the bearing, described
Pulley is socketed with the outside of rotary shaft, the both sides of the panel are provided with support, mould is provided with the top of the combined steel formwork
Expanded metals, the inner chamber of the combined steel formwork is provided with through hole, and steel wire is provided with the outside of the panel.
Preferably, the size of the buckle and draw-in groove is adapted, and buckle outside and draw-in groove on the inside of be equipped with it is anti-skidding
Line.
Preferably, the outside dimension of described sleeve pipe and the internal diameter size of through hole are equal, and reinforcement is equipped with the outside of sleeve pipe
Muscle.
Preferably, the bottom of the combined steel formwork is provided with mounting groove, and the outside at the top of support two is provided with and installation
The buckle two that groove is adapted.
Preferably, it is equipped with the connection being adapted with support at the top of the bottom of the composite shuttering and combined steel formwork
Hole, and support uses the material of high rigidity.
Compared with prior art, the beneficial effects of the utility model are as follows：
1st, the utility model improves conventional screw connection and bond pattern, by card by setting buckle and draw-in groove
The connection of button and draw-in groove, shortens the set-up time of steel form, operating efficiency is improve, by setting support, bearing, rotary shaft
And pulley, after steel form installation, steel form is directly placed on the enterprising line slip in ground, greatly reduce work
Power, has reached the effect for improving operating efficiency, by setting steel wire and rib, after steel shutterings are installed, by steel wire
Net and rib tighten each template, strengthen the compactness between template, and improve the shaping efficiency of concrete.
2nd, the utility model is prevented from the loosening between buckle and draw-in groove by setting anti-slip veins, strengthens buckle and card
The compactness of groove, by setting mounting groove and buckle two, can be taken pulley gear by disassembling support from steel form
Under, it is that the use of steel form is more flexible to facilitate the stacking of steel form.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model side view；
Fig. 3 is the utility model combined steel plate structure schematic diagram；
Fig. 4 is the utility model top view.
In figure：1 composite shuttering, 2 sleeve pipes, 3 draw-in grooves, 4 ribs, 5 back cords, 6 buckles, 7 supports, 8 supports two, 9 rotary shafts, 10
Panel, 11 mounting grooves, 12 combined steel formworks, 13 bearings, 14 pulleys, 15 through holes, 16 template nets, 17 steel wires.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Refer to Fig. 1-4, a kind of highway bridge concrete steel form, including composite shuttering 1, the left side of composite shuttering 1
Buckle 6 is installed, the right side of composite shuttering 1 is provided with draw-in groove 3, by setting buckle 6 and draw-in groove 3, improves conventional screw
Connection and bond pattern, by the connection of buckle 6 and draw-in groove 3, shorten the set-up time of steel form, improve operating efficiency,
The size of buckle 6 and draw-in groove 3 is adapted, and the outside of buckle 6 and the inner side of draw-in groove 3 are equipped with anti-slip veins, anti-skidding by setting
Line, is prevented from the loosening between buckle 6 and draw-in groove 3, strengthens the compactness of buckle 6 and draw-in groove 3, the top peace of composite shuttering 1
Equipped with back cord 5, the inner chamber of composite shuttering 1 is provided with rib 4, and the top of composite shuttering 1 is provided with sleeve pipe 2, the bottom of composite shuttering 1
Panel 10 is connected with, the bottom of panel 10 is connected with combined steel formwork 12, and the bottom of combined steel formwork 12 is connected with support 28,
The bottom of combined steel formwork 12 is provided with mounting groove 11, and the outside at the top of support 28 is provided with the card being adapted with mounting groove 11
Button two, by setting mounting groove 11 and buckle two, can be by disassembling support 28, by the device of pulley 14 from steel form
Remove, be that the use of steel form is more flexible to facilitate the stacking of steel form, the inner chamber of support 28 is provided with bearing 13, bearing
13 inner side is provided with rotary shaft 9, and the outside of rotary shaft 9 is socketed with pulley 14, by setting support 7, bearing 13, rotary shaft 9
With pulley 14, after steel form installation, steel form is directly placed on the enterprising line slip in ground, greatly reduces work
Power, has reached the effect for improving operating efficiency, and the both sides of panel 10 are provided with support 7, the bottom of composite shuttering 1 and combined steel
The top of plate 12 is equipped with the connecting hole being adapted with support 7, and support 7 uses the material of high rigidity, combined steel formwork
12 top is provided with template net 16, and the inner chamber of combined steel formwork 12 is provided with through hole 15, the outside dimension of sleeve pipe 2 and through hole 15
Internal diameter size is equal, and the outside of sleeve pipe 2 is equipped with reinforcement, and the outside of panel 10 is provided with steel wire 17, by setting steel
Silk screen 17 and rib 4, after steel shutterings are installed, are tightened each template by steel wire 17 and rib 4, strengthen template
Between compactness, and improve the shaping efficiency of concrete.
When using, concrete is prevented in panel 10, combined steel formwork 12 and composite shuttering 1 are connected by support 7
Together, template is closely linked together by buckle 6 and draw-in groove 3, is directly placed on steel form after good seal
On the ground, steel form is promoted to be transported.
In sum：The highway bridge concrete steel form, by setting buckle 6 and draw-in groove 3, improves conventional spiral shell
Silk connection and bond pattern, by the connection of buckle 6 and draw-in groove 3, shorten the set-up time of steel form, improve work effect
Rate, by setting support 28, bearing 13, rotary shaft 9 and pulley 14, after steel form installation, directly puts steel form
Put and enter line slip on the ground, greatly reduce labour, the effect for improving operating efficiency has been reached, by setting steel wire 17
With rib 4, after steel shutterings are installed, each template is tightened by steel wire 17 and rib 4, strengthened between template
Compactness, and the shaping efficiency of concrete is improve, it is generally large-scale template to solve current building template, installs the time-division not square
Just, go back some engineerings is the steel form of screw connection, and this can leave the marking in concrete formation, also inconvenient,
, it is necessary to be transported to steel form after steel form installation, due to the poor mobility of steel form, so needing substantial amounts of
The problem of manpower.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out various changes in the case where principle of the present utility model and spirit is not departed from, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of highway bridge concrete steel form, including composite shuttering（1）, it is characterised in that：The composite shuttering（1）'s
Left side is provided with buckle（6）, the composite shuttering（1）Right side draw-in groove is installed（3）, the composite shuttering（1）Top peace
Equipped with back cord（5）, the composite shuttering（1）Inner chamber rib is installed（4）, the composite shuttering（1）Top be provided with sleeve pipe
（2）, the composite shuttering（1）Bottom be connected with panel（10）, the panel（10）Bottom be connected with combined steel formwork
（12）, the combined steel formwork（12）Bottom be connected with support two（8）, the support two（8）Inner chamber bearing is installed
（13）, the bearing（13）Inner side rotary shaft is installed（9）, the rotary shaft（9）Outside be socketed with pulley（14）, it is described
Panel（10）Both sides support is installed（7）, the combined steel formwork（12）Top template net is installed（16）, the combination
Steel form（12）Inner chamber be provided with through hole（15）, the panel（10）Outside steel wire is installed（17）.
2. a kind of highway bridge concrete steel form according to claim 1, it is characterised in that：The buckle（6）With
Draw-in groove（3）Size be adapted, and buckle（6）Outside and draw-in groove（3）Inner side be equipped with anti-slip veins.
3. a kind of highway bridge concrete steel form according to claim 1, it is characterised in that：Described sleeve pipe（2）'s
Outside dimension and through hole（15）Internal diameter size it is equal, and sleeve pipe（2）Outside be equipped with reinforcement.
4. a kind of highway bridge concrete steel form according to claim 1, it is characterised in that：The combined steel formwork
（12）Bottom mounting groove is installed（11）, support two（8）It is provided with the outside of top and mounting groove（11）The buckle being adapted
Two.
5. a kind of highway bridge concrete steel form according to claim 1, it is characterised in that：The composite shuttering
（1）Bottom and combined steel formwork（12）Top be equipped with and support（7）The connecting hole being adapted, and support（7）Use
It is the material of high rigidity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621217506.9U CN206204797U (en) | 2016-11-12 | 2016-11-12 | A kind of highway bridge concrete steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621217506.9U CN206204797U (en) | 2016-11-12 | 2016-11-12 | A kind of highway bridge concrete steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206204797U true CN206204797U (en) | 2017-05-31 |
Family
ID=58753184
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621217506.9U Expired - Fee Related CN206204797U (en) | 2016-11-12 | 2016-11-12 | A kind of highway bridge concrete steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206204797U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035262A (en) * | 2017-12-27 | 2018-05-15 | 中交第二航务工程局有限公司 | A kind of composite slide form surfacing device and its construction method |
-
2016
- 2016-11-12 CN CN201621217506.9U patent/CN206204797U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035262A (en) * | 2017-12-27 | 2018-05-15 | 中交第二航务工程局有限公司 | A kind of composite slide form surfacing device and its construction method |
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Legal Events
| 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: 20170531 Termination date: 20171112 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |