CN209066302U - Cast-in-place side template assembly with walking system - Google Patents
Cast-in-place side template assembly with walking system Download PDFInfo
- Publication number
- CN209066302U CN209066302U CN201821533987.3U CN201821533987U CN209066302U CN 209066302 U CN209066302 U CN 209066302U CN 201821533987 U CN201821533987 U CN 201821533987U CN 209066302 U CN209066302 U CN 209066302U
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- CN
- China
- Prior art keywords
- side template
- cast
- traveling wheel
- walking
- track
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- 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 cast-in-place side template assemblies of band walking system, including side template, it is used to support the side form bracket and walking mechanism of side template, walking mechanism includes the traveling wheel for being set to side form frame bottom and the track for guiding traveling wheel to walk, the track is used to guide the track route of traveling wheel, the walking of side form bracket is completed using the movement of traveling wheel, in production is used, the position for only needing the path for first laying track that side form bracket can be completed is mobile, it is that one kind can be installed voluntarily, it removes, the cast-in-place side template assembly of walking, considerably reduce labor intensity, improve work efficiency, mainly for the continuous turnout junction girder of small paragraph, Cast-in-situ Beam uses with the obvious advantage, avoid the original trouble for removing installation template back and forth, also construction land tenure is greatly saved, it brings great convenience to construction, It will not generate excessive deformation in use process, save process, improve pouring quality, the straight beauty of the line style of casting beams, internal structure is full.
Description
Technical field
The utility model relates to a kind of cast-in-place side template, in particular to a kind of cast-in-place side template running body system.
Background technique
With the quickening gradually expanded with railway construction in railroad construction market, more and more stations are in railway construction
It is built, the front-rear position to enter the station AT STATION, bridge can design a few track switch continuous beams, and track switch continuous beam is generally 5~6
Across, and if in construction using mobile formwork, relative cost is higher, and assembled trouble, is easy to produce in assembled process
Raw assembled not in place, relative slot is larger, and spillage when concreting causes the waste of a large amount of concrete and post-processing to rise
Come very troublesome, it is also necessary to which flash removed is removed in additional polishing, in some instances it may even be possible to cause inside beam body not because spillage is excessively serious
It is full that enough intensity is not achieved.And need to remove back and forth to recycle using common steel form, effect is lower, simultaneously because iron
Road and bridge beam red line land used is narrow, and construction hoisting form removal needs to increase temporary site to park hanging device, and cost is larger,
And common steel form can not only shorten the service life of template by removing installation repeatedly, can equally be generated in manual installation process compared with
Large deviation is not achieved standard so as to cause pouring quality, or even increases additional process, increases cost.
Therefore, be badly in need of developing it is a kind of cost is relatively low, the cast-in-place side template system can voluntarily install, remove, walking,
Excessive deformation will not be generated in use process, saves process, improves pouring quality, it is possible to reduce labor intensity improves work efficiency.
Summary of the invention
In view of this, the purpose of this utility model is to provide the Cast-in-situ Beam sides that one kind can voluntarily be installed, remove, be walked
Template assembly.
The cast-in-place side template assembly with walking system of the utility model, including side template, is used to support side template
Side form bracket and walking mechanism, the walking mechanism include being set to the traveling wheel of side form frame bottom and for guiding traveling wheel
The track of walking, the track are used to guide the track route of traveling wheel, and the row of side form bracket is completed using the movement of traveling wheel
It walks, in production is used, it is only necessary to which the position movement of side form bracket can be completed in the path for first laying track.
Further, the side form bracket includes pedestal and the supporting beam system for being used to support side template, the side template
Detachable connection undertakes the entire side form when Cast-in-situ Beam pours in the supporting beam system of support side template, the supporting beam system
The downward pressure being subject on plate, the traveling wheel are set to pedestal lower part.
Further, the supporting beam system includes girder and girder is supported in the vertical beam of pedestal, and the vertical beam includes
The shape of central vertical beam positioned at middle part and the side vertical beam positioned at edge, the girder and side template is adapted and is used to support side
Template.
Further, the girder has vertical section and top section, fixed between the side vertical beam and the vertical section to connect
It is equipped with crossbeam, it can be to weld or be bolted etc. to be more fixedly connected with mode that this, which is fixedly connected with mode,.
Further, it is equipped with cant beam between the girder, vertical beam, pedestal, makes supporting beam System forming truss structure, makes
Entire supporting beam architectural structure it is stronger, stability is more preferable.
Further, the wedge combinations of positioning support are provided with below the pedestal, the wedge combinations include two pieces
By the voussoir of inclined-plane cooperation, the cube structure for being used to support pedestal is formed after two pieces of wedge combinations, and two can be passed through
Relative position variation between a voussoir adjusts the height of the cube structure, the wedge combinations to the supporting beam system into
Row positioning and bracing reinforcement.
Further, the voussoir be it is wooden, it is durable and can bear from supporting beam system generation larger pressure.
Further, the traveling wheel be two groups be set side by side, traveling wheel described in two groups be respectively equipped with corresponding track and
It is walked by track lateral confinement.
Further, the track is channel steel with groove, and the traveling wheel is located in channel steel and forms cross to traveling wheel
To constraint.
Further, the traveling wheel is cast iron one moulding by casting, and intensity is high, and endurance is strong, long service life.
Side template assembly reach job position after, using jack by side form bracket support top in place, by voussoir into
Row positioning and bracing reinforcement, so that traveling wheel is hanging, the location and installation for completing entire side form bracket is fixed.
The utility model has the beneficial effects that the utility model with walking system cast-in-place side template assembly mainly for
Using with the obvious advantage, it can voluntarily install, removes, walk, and greatly alleviate work for the continuous turnout junction girder of small paragraph, Cast-in-situ Beam
The labor intensity of people improves work efficiency, reduces cost, avoids the original trouble for removing installation template back and forth, is also greatly saved
Construction land tenure brings great convenience to construction, will not generate excessive deformation in use, saves process, and raising is poured
Build quality, avoid because repeatedly remove and installation template to template bring itself damage and installation error caused by be poured matter
Not good enough, the straight beauty of the line style of casting beams is measured, internal structure is full.
Detailed description of the invention
The utility model is further described with reference to the accompanying drawings and examples:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the wedge combinations sectional view of the utility model.
Specific embodiment
Fig. 1 is the structural schematic diagram of the utility model, and Fig. 2 is the positioning timber wedge sectional view of the utility model.It is as shown in the figure:
The cast-in-place side template assembly with walking system of the present embodiment including side template 10, is used to support the side form branch of side template 10
Frame and walking mechanism, the walking mechanism include being set to the traveling wheel 2 of side form frame bottom and for guiding traveling wheel 2 to walk
Track 1, which is used to guide the track route of traveling wheel 2, and the row of side form bracket is completed using the movement of traveling wheel 2
It walks, in production is used, it is only necessary to which the position movement of side form bracket can be completed in the path for first laying track.
In the present embodiment, the side form bracket includes pedestal 5 and the supporting beam system for being used to support side template 10, the side
10 detachable connection of template undertakes in the supporting beam system of support side template 10, the supporting beam system when Cast-in-situ Beam pours
The downward pressure being subject on entire side template 10, the traveling wheel 2 are set to 5 lower part of pedestal.
In the present embodiment, the supporting beam system includes girder 4 and girder is supported in the vertical beam of pedestal, the vertical beam packet
Include the central vertical beam 6 positioned at middle part and side vertical beam 7 positioned at edge, the shape of the girder 4 and side template 10, which is adapted, to be used in combination
In support side template 10.
In the present embodiment, the girder 4 has vertical section and top section, solid between the side vertical beam 7 and the vertical section
Surely it is connected with crossbeam 8, it can be to weld or be bolted etc. to be more fixedly connected with mode that this, which is fixedly connected with mode,.
In the present embodiment, it is equipped with cant beam 9 between the girder 4, vertical beam, pedestal 5, makes supporting beam System forming truss knot
Structure, so that entire supporting beam architectural structure is stronger, stability is more preferable.
In the present embodiment, the wedge combinations of positioning support are provided with below the pedestal 5, the wedge combinations include two
The voussoir 3 that block is cooperated by inclined-plane forms the cube structure for being used to support pedestal 5 after two pieces of voussoirs 3 combination, and can lead to
The height that the variation of the relative position between two voussoirs 3 adjusts the cube structure is crossed, which gives the supporting beam
System carries out positioning and bracing reinforcement.
In the present embodiment, the voussoir 3 be it is wooden, it is durable and can bear from supporting beam system generation larger pressure,
Relatively flexible support is provided to entire supporting beam system, supporting beam system is protected, prolongs the service life.
In the present embodiment, the traveling wheel 2 is two groups and is set side by side that traveling wheel 2 described in two groups is respectively equipped with corresponding rail
Road and by 1 lateral confinement of track walk.
In the present embodiment, the track 1 is channel steel with groove, and the traveling wheel 2 is located in channel steel and to 2 shape of traveling wheel
At lateral confinement.
In the present embodiment, the traveling wheel 2 is cast iron one moulding by casting, and intensity is high, and endurance is strong, long service life.
Side template assembly reach job position after, using jack by side form bracket support top in place, by voussoir 3 into
Row positioning and bracing reinforcement, so that traveling wheel 2 is hanging, the location and installation for completing entire side form bracket is fixed.
In the present embodiment, when first time side form bracket is installed, need entire side form bracket integral hoisting in place, using thousand
Jin topmast top carries out positioning and bracing reinforcement in place, using 3 opposite side mould holder of voussoir, can carry out first time cast-in-place concrete and pour
It builds.After first time concreting is completed, opposite side mould holder is removed, and is still supported to using jack pair side form bracket
Position, remove positioning support reinforcing voussoir 3, slowly put down side form bracket so that traveling wheel 2 be put into completely be laid on it is cast-in-place
In track 1 on platform, side form bracket is dragged to by next position for needing cast-in-place beam using the dilatory equipment such as hoist engine,
The casting of multi-joint road continuous beam is realized repeatedly.
Finally, it is stated that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng
The utility model is described in detail according to preferred embodiment, those skilled in the art should understand that, it can be to this
The technical solution of utility model is modified or replaced equivalently, without departing from the objective and model of technical solutions of the utility model
It encloses, should all cover in the scope of the claims of the utility model.
Claims (8)
1. a kind of cast-in-place side template assembly of band walking system, it is characterised in that: including side template, be used to support side template
Side form bracket and walking mechanism, the walking mechanism include being set to the traveling wheel of side form frame bottom and for guiding traveling wheel
The track of walking, the side form bracket include pedestal and the supporting beam system for being used to support side template, and the side template is detachable
Formula is connected to the supporting beam system, and the traveling wheel is set to pedestal lower part, and positioning support use is provided with below the pedestal
Wedge combinations, the wedge combinations include two pieces of voussoirs cooperated by inclined-plane, are formed after two pieces of wedge combinations and are used for
The cube structure of support base, and the height for adjusting the cube structure can be changed by the relative position between two voussoirs
Degree.
2. the cast-in-place side template assembly of band walking system according to claim 1, it is characterised in that: the support beam body
System includes girder and the vertical beam that girder is supported in pedestal, and the vertical beam includes positioned at the central vertical beam at middle part and positioned at edge
The shape of side vertical beam, the girder and side template is adapted and is used to support side template.
3. the cast-in-place side template assembly of band walking system according to claim 2, it is characterised in that: the girder has
Vertical section and top section, are fixedly connected between the side vertical beam and the vertical section equipped with crossbeam.
4. the cast-in-place side template assembly of band according to claim 2 walking system, it is characterised in that: the girder,
It is equipped with cant beam between vertical beam, pedestal, makes supporting beam System forming truss structure.
5. the cast-in-place side template assembly of band walking system according to claim 1, it is characterised in that: the voussoir is wood
Matter.
6. the cast-in-place side template assembly of band according to claim 1 walking system, it is characterised in that: the traveling wheel is
Two groups are set side by side, and traveling wheel described in two groups is respectively equipped with corresponding track and is walked by track lateral confinement.
7. the cast-in-place side template assembly with walking system according to claim 1 or 6, it is characterised in that: the track
For channel steel with groove, the traveling wheel is located in channel steel and forms lateral confinement to traveling wheel.
8. the cast-in-place side template assembly with walking system according to claim 1 or 6, it is characterised in that: the walking
Wheel is cast iron one moulding by casting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821533987.3U CN209066302U (en) | 2018-09-19 | 2018-09-19 | Cast-in-place side template assembly with walking system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821533987.3U CN209066302U (en) | 2018-09-19 | 2018-09-19 | Cast-in-place side template assembly with walking system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209066302U true CN209066302U (en) | 2019-07-05 |
Family
ID=67092813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821533987.3U Expired - Fee Related CN209066302U (en) | 2018-09-19 | 2018-09-19 | Cast-in-place side template assembly with walking system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209066302U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726445A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Side wall design steel form supporting construction |
| CN112726443A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Construction method of side wall shaping steel formwork supporting structure |
-
2018
- 2018-09-19 CN CN201821533987.3U patent/CN209066302U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726445A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Side wall design steel form supporting construction |
| CN112726443A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Construction method of side wall shaping steel formwork supporting structure |
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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: 20190705 Termination date: 20200919 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |