CN205934744U - Gate -type mound construction built -up plate - Google Patents
Gate -type mound construction built -up plate Download PDFInfo
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- CN205934744U CN205934744U CN201620957780.3U CN201620957780U CN205934744U CN 205934744 U CN205934744 U CN 205934744U CN 201620957780 U CN201620957780 U CN 201620957780U CN 205934744 U CN205934744 U CN 205934744U
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Abstract
The utility model relates to a bridge technical field discloses a gate -type mound construction built -up plate, including pier cap template group for tighten up a plurality of first subassembly that tightens up of pier cap template group after template under unified central planning, angle mould template, regulation template and the concatenation of circular arc transition chamfer template, at least two pier shaft templates group, pier shaft template group is down the spill with pier cap template group link for the second that tightens up pier shaft stencil assembly after template under unified central planning, regulation template and the concatenation of circular arc transition chamfer template tightens up the subassembly, template under unified central planning is straight board rectangle template or circular arc template. The utility model provides an among the gate -type mound construction built -up plate, but the template reutilization is adjusted in pier cap template group to circular arc transition chamfer template and part template under unified central planning and part in the pier shaft template group, has reduced the kind and the quantity of template to construction cost and construction complexity have been reduced.
Description
Technical field
The utility model is related to bridge technology field, especially relates to a kind of transom pier construction gang form.
Background technology
In recent years, China's traffic base engineering construction development is swift and violent, the high-speed railway particularly with Line for Passenger Transportation as representative
And the development of highway engineering high speed highway is especially prominent, circuit and existing busy trunk lines railway, existing busy trunk lines highway
Inevitably repeatedly crossings on different level, when both angles are less, transom pier becomes a kind of selection of economical rationality, and it can be big
The big span reducing the existing road and bridge of leap, cost saving, its economic benefit clearly, obtains in Practical Project
Widely apply.
When existing transom pier produces, technical staff often selects entirety to join mould, and when integrally joining mould, the demand of template is big, applies
Man-hour regulated quantity often, leads to transom pier construction cost high, and complexity of constructing.
Utility model content
The purpose of this utility model is to provide a kind of transom pier construction gang form, this transom pier construction gang form energy
Enough reduce species and the consumption of template, thus reducing construction cost and construction complexity.
For achieving the above object, the utility model provides technical scheme below：
A kind of transom pier construction gang form, including：
Mold plate for pier cap group, described mold plate for pier cap group includes template under unified central planning, angle mould template, adjusting template, arc transition chamfering
Template；
For tightening up described pier cap mould after template under unified central planning, angle mould template, adjusting template, arc transition chamfering formwork splice
Multiple first tightening components of plate group；
At least two pier body formwork groups, it is in inverted concave that described pier body formwork group is connected with described mold plate for pier cap group, each
Described pier body formwork group includes template under unified central planning, adjusting template, arc transition chamfering formwork；
For tightening up described pier body formwork assembly after template under unified central planning, adjusting template and arc transition chamfering formwork splice
The second tightening component；
Described template under unified central planning is straight panel rectangle template or circle curve template.
Further, described first tightening component includes two back cords and pull bar；Wherein, two back cords are separately positioned on
The outer surface of described mold plate for pier cap group opposite sides structure, described pull bar passes through described mold plate for pier cap group to connect two back cords.
Further, it is provided with seal between described back cord and described mold plate for pier cap group.
Further, described second tightening component includes two back cords and pull bar；Wherein, two back cords are separately positioned on
The outer surface of described pier body formwork group opposite sides structure, described pull bar passes through described pier body formwork group to connect two back cords.
Further, it is provided with seal between described back cord and described pier body formwork group.
Further, the spacing between two adjacent described pull bars is 800mm to 1300mm.
Further, described template under unified central planning, described adjusting template, described angle mould template and described arc transition chamfering mould
Plate outer surface is provided with frame, and described frame is in that square shape splices, described template under unified central planning, described adjusting template, described angle mould
Template and described arc transition chamfering formwork are detachably connected by described frame when mutually splicing.
Further, described template under unified central planning, described adjusting template, described angle mould template and described arc transition chamfering mould
Plate plate face thickness range 4mm to 8mm.
Further, described pier body formwork group and/or mold plate for pier cap group are steel mould.
Further, described pier body formwork group and described mold plate for pier cap group are provided with the master for strengthening template strength
Muscle.
The transom pier construction gang form that the utility model provides, has the advantages that：
The transom pier construction gang form that the utility model provides, including：
Mold plate for pier cap group, described mold plate for pier cap group includes template under unified central planning, angle mould template, adjusting template, arc transition chamfering
Template；
For tightening up described pier cap mould after template under unified central planning, angle mould template, adjusting template, arc transition chamfering formwork splice
Multiple first tightening components of plate group；
At least two pier body formwork groups, it is in inverted concave that described pier body formwork group is connected with described mold plate for pier cap group, each
Described pier body formwork group includes template under unified central planning, adjusting template, arc transition chamfering formwork；
For tightening up described pier body formwork assembly after template under unified central planning, adjusting template and arc transition chamfering formwork splice
The second tightening component；
Described template under unified central planning is straight panel rectangle template or circle curve template.
In above-mentioned transom pier construction gang form, template under unified central planning, adjusting template and arc transition chamfering formwork mutually splice
And forming transom pier pier body formwork group, template under unified central planning, adjusting template, angle mould template and arc transition chamfering formwork mutually splice simultaneously
Composition transom pier mold plate for pier cap group, after pier body formwork group or mold plate for pier cap group are spliced, is fastenedly connected using tightening component,
Prevent template deformation when pouring, the arc transition chamfering formwork after the completion of pier shaft pours, in available pier body formwork group
Partly template under unified central planning and part adjusting template mutually splice and form pier cap with angle mould template, template under unified central planning and adjusting template
Template group, pours to mold plate for pier cap group, and completes the making of transom pier.
In above-mentioned transom pier construction gang form, in pier body formwork group arc transition chamfering formwork and partly template under unified central planning with
And part adjusting template can secondary be used in mold plate for pier cap group, pier body formwork group secondary using decrease template species and
Consumption, thus reduce construction cost and construction complexity.
Brief description
In order to be illustrated more clearly that the utility model specific embodiment or technical scheme of the prior art, below will be right
In specific embodiment or description of the prior art the accompanying drawing of required use be briefly described it should be apparent that, below describe
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
The transom pier construction gang form splicing structure schematic diagram that Fig. 1 provides for the utility model embodiment；
Fig. 2 is the pier shaft transverse sectional view of the transom pier construction gang form shown in Fig. 1.
Reference：
10- template under unified central planning；11- straight panel rectangle template；12- circle curve template；
20- angle mould template；30- adjusting template；40- arc transition chamfering formwork；
50- back cord；60- pull bar.
Specific embodiment
Below in conjunction with accompanying drawing, the technical solution of the utility model is clearly and completely described it is clear that described
Embodiment is a part of embodiment of the utility model, rather than whole embodiments.Based on the embodiment in the utility model, this
The every other embodiment that field those of ordinary skill is obtained under the premise of not making creative work, broadly falls into this practicality
Novel protected scope.
In description of the present utility model, " " center ", " on ", D score, "left", "right", " perpendicular it should be noted that term
Directly ", the orientation of instruction such as " level ", " interior ", " outward " or position relationship are based on orientation shown in the drawings or position relationship, are only
For the ease of description the utility model with simplify description, rather than instruction or the hint device of indication or element must have specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to restriction of the present utility model.Additionally, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that indicating or hint relative importance.
In description of the present utility model, it should be noted that unless otherwise clearly defined and limited, term " peace
Dress ", " being connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or integratedly
Connect；Can be to be mechanically connected or electrically connect；Can be to be joined directly together it is also possible to be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning in the utility model for the language.
Below in conjunction with accompanying drawing, specific embodiment of the present utility model is described in detail.It should be appreciated that herein
Described specific embodiment is merely to illustrate and explains the utility model, is not limited to the utility model.
The transom pier construction gang form splicing structure schematic diagram that Fig. 1 provides for the utility model embodiment；Fig. 2 is Fig. 1
The pier shaft transverse sectional view of shown transom pier construction gang form.
As shown in figure 1, the transom pier construction gang form that the present embodiment provides, including mold plate for pier cap group, mold plate for pier cap group
Including template 10 under unified central planning, angle mould template 20, adjusting template 30, arc transition chamfering formwork 40；
For tightening up pier after template 10 under unified central planning, angle mould template 20, adjusting template 30, arc transition chamfering formwork 40 splice
Multiple first tightening components of cap template group；
At least two pier body formwork groups, it is in inverted concave that pier body formwork group is connected with mold plate for pier cap group, each pier body formwork
Group includes template 10 under unified central planning, adjusting template 30, arc transition chamfering formwork 40；
For tightening up pier body formwork group after template 10 under unified central planning, adjusting template 30 and arc transition chamfering formwork 40 splice
Second tightening component of part；
Template 10 under unified central planning is straight panel rectangle template 11 or circle curve template 12.
In above-mentioned transom pier construction gang form, template 10 under unified central planning, adjusting template 30 and arc transition chamfering formwork 40 phase
Mutually splice and form transom pier pier body formwork group, template 10 under unified central planning, angle mould template 20, adjusting template 30 and arc transition chamfering mould
Plate 40 mutually splices and forms transom pier mold plate for pier cap group, after the completion of pier body formwork group or the splicing of mold plate for pier cap group, using receipts
Tight assembly is fastenedly connected to pier body formwork group or mold plate for pier cap group, prevents template deformation when pouring, pier shaft pours
After the completion of, arc transition chamfering formwork 40 in available pier body formwork group and partly template 10 under unified central planning and part adjusting template
30 mutually splice and form mold plate for pier cap group with angle mould template 20, template under unified central planning 10 and adjusting template 30, and mold plate for pier cap group is entered
Row pours, and completes the making of transom pier.
Adopt arc transition chamfering formwork 40 in the utility model, the structure stress at knuckle can be avoided to concentrate and damage
Situation.
Adjusting template 30 is adopted, adjusting template 30 can be using Rectangular Plate Structure, sketch plate structure or flat in the utility model
Row quadrangular plate structure, can also customize structure and the size of adjusting template 30 according to arrangement and method for construction.
In above-mentioned transom pier construction gang form, arc transition chamfering formwork 40 and partly template under unified central planning in pier body formwork group
10 and part adjusting template 30 can secondary be used in mold plate for pier cap group, pier body formwork group secondary using decreasing template
Species and consumption, thus reduce construction cost and construction complexity.
Further, as one kind specifically can embodiment, the first tightening component includes two back cords 50 and pull bar
60；Wherein, two back cords 50 are separately positioned on the outer surface of mold plate for pier cap group opposite sides structure, and pull bar 60 passes through mold plate for pier cap
Group connects two back cords 50.By pull bar 60 and back cord 50, opposed template is tightened up, prevented mixed in casting process
The raw power of solidifying local products makes mold plate for pier cap group produce deformation, makes to pour failure.Mold plate for pier cap group is tightened up using pull bar 60 and back cord 50,
Improve the intensity of mold plate for pier cap group.
Further, as one kind specifically can embodiment, be provided with sealing between back cord 50 and mold plate for pier cap group
Part, between back cord 50 and mold plate for pier cap group, setting seal can effectively prevent concrete bonding with back cord 50 and pull bar 60,
The time of concrete on cleaning back cord 50 and pull bar 60 can be saved during dismounting template, reduce workload.
As shown in Fig. 2 further, as one kind specifically can embodiment, the second tightening component includes two back ofs the body
Stupefied 50 and pull bar 60；Wherein, two back cords 50 are separately positioned on the outer surface of pier body formwork group opposite sides structure, and pull bar 60 is worn
Cross pier body formwork group and connect two back cords 50, by pull bar 60 and back cord 50, opposed template is tightened up, prevent from pouring
The power that during building, concrete produces makes pier body formwork group produce deformation, makes to pour failure.Tightened up using pull bar 60 and back cord 50
Pier body formwork group, improves the intensity of pier body formwork group.
Further, as one kind specifically can embodiment, be provided with sealing between back cord 50 and pier body formwork group
Part, between back cord 50 and pier body formwork group, setting seal can effectively prevent concrete bonding with back cord 50 and pull bar 60,
The time of concrete on cleaning back cord 50 and pull bar 60 can be saved during dismounting template, reduce workload.
Further, as one kind specifically can embodiment, the spacing between two adjacent pull bars 60 be 800mm extremely
1300mm, arranges multiple pull bars 60 and can effectively strengthen the intensity of pier body formwork group or mold plate for pier cap group, and making to pour can be suitable
Profit is carried out, but quantity crosses the waste that at most can cause pull bar 60, and pull bar 60 spacing controls in 800mm extremely according to actual conditions
In the range of 1300mm, the consumption of pull bar 60 is less and intensity of pier body formwork group or mold plate for pier cap group can reach construction will
Ask.
Further, as one kind specifically can embodiment, be provided with PVC plastic sleeve pipe outside pull bar 60, tearing open
When unloading pier body formwork group or mold plate for pier cap group, pull bar 60 and PVC plastic sleeve pipe can be taken out from concrete, so that secondary profit
With.
Further, as one kind specifically can embodiment, template 10 under unified central planning, angle mould template 20, adjusting template 30
It is provided with frame with arc transition chamfering formwork 40 outer surface, frame is in that square shape splices, template 10 under unified central planning, angle mould template
20th, adjusting template 30 and arc transition chamfering formwork 40 are detachably connected by frame when mutually splicing, template 10 under unified central planning, angle mould
When template 20, adjusting template 30 and arc transition chamfering formwork 40 mutually splice, it is bolted the frame between adjacent forms,
Early stage pier body formwork group or the splicing of mold plate for pier cap group is facilitated to be also convenient for later stage pier body formwork group or pier cap mould using bolt connection
The dismounting of plate group.
Further, as one kind specifically can embodiment, template 10 under unified central planning, angle mould template 20, adjusting template 30
With arc transition chamfering formwork 40 plate face thickness range 4mm to 8mm.
Further, as one kind specifically can embodiment, pier body formwork group and/or mold plate for pier cap group are steel mould
Tool.
Further, as one kind specifically can embodiment, pier body formwork group and mold plate for pier cap group are provided with use
In the cage bar strengthening template strength, pier body formwork group and mold plate for pier cap group arrange cage bar, improve pier body formwork group and pier cap mould
The intensity of plate group, it is to avoid when pouring, pier body formwork group and mold plate for pier cap group template plate face deform upon.
In sum, template 10 under unified central planning, adjusting template are adopted in the transom pier construction gang form that the utility model provides
30 and arc transition chamfering formwork 40 mutually splice and form pier body formwork group, template 10 under unified central planning, angle mould template 20, adjusting template
30 and arc transition chamfering formwork 40 mutually splice and form transom pier mold plate for pier cap group, when pier body formwork group or mold plate for pier cap group
After splicing, it is fastenedly connected using tightening component, prevented template deformation when pouring, after the completion of pier shaft pours, can profit
With the arc transition chamfering formwork 40 in pier body formwork group and partly template 10 under unified central planning and part adjusting template 30 and angle mould mould
Plate 20, template under unified central planning 10 and adjusting template 30 mutually splice and form mold plate for pier cap group, and mold plate for pier cap group is poured, and complete
Become the making of transom pier.The making of transom pier only needs to above-mentioned template under unified central planning 10, angle mould template 20, adjusting template 30 and circular arc mistake
Cross in 40 4 kinds of templates of chamfering formwork and pier body formwork group arc transition chamfering formwork 40 and partly template 10 under unified central planning and portion
Dividing adjusting template 30 can secondary be used in mold plate for pier cap group, decreasing species and the consumption of template, thus reduce being constructed into
Basis and construction complexity.
Finally it should be noted that：Various embodiments above is only in order to illustrating the technical solution of the utility model, rather than it is limited
System；Although being described in detail to utility model with reference to foregoing embodiments, those of ordinary skill in the art should manage
Solution：It still can be modified to the technical scheme described in foregoing embodiments, or to wherein some or all of skill
Art feature carries out equivalent；And these modifications or replacement, do not make the essence of appropriate technical solution depart from the utility model
The scope of each embodiment technical scheme.
Claims (10)
1. a kind of transom pier construction gang form is it is characterised in that include：
Mold plate for pier cap group, described mold plate for pier cap group includes template under unified central planning (10), angle mould template (20), adjusting template (30), circular arc
Transition chamfering formwork (40)；
For receiving after template under unified central planning (10), angle mould template (20), adjusting template (30), arc transition chamfering formwork (40) splice
Tightly multiple first tightening components of described mold plate for pier cap group；
At least two pier body formwork groups, it is in inverted concave that described pier body formwork group is connected with described mold plate for pier cap group, described in each
Pier body formwork group includes template under unified central planning (10), adjusting template (30), arc transition chamfering formwork (40)；
For tightening up described pier shaft after template under unified central planning (10), adjusting template (30) and arc transition chamfering formwork (40) splice
Second tightening component of template assembly；
Described template under unified central planning is straight panel rectangle template (11) or circle curve template (12).
2. transom pier construction gang form according to claim 1 is it is characterised in that described first tightening component includes two
Individual back cord (50) and pull bar (60)；Wherein, two back cords (50) are separately positioned on described mold plate for pier cap group opposite sides structure
Outer surface, described pull bar (60) passes through described mold plate for pier cap group to connect two back cords (50).
3. transom pier according to claim 2 construction gang form is it is characterised in that described back cord (50) and described pier cap
It is provided with seal between template group.
4. transom pier construction gang form according to claim 1 is it is characterised in that described second tightening component includes two
Individual back cord (50) and pull bar (60)；Wherein, two back cords (50) are separately positioned on described pier body formwork group opposite sides structure
Outer surface, described pull bar (60) passes through described pier body formwork group to connect two back cords (50).
5. transom pier according to claim 4 construction gang form is it is characterised in that described back cord (50) and described pier shaft
It is provided with seal between template group.
6. transom pier according to any one of claim 2-5 constructs gang form it is characterised in that described in adjacent two
Spacing between pull bar (60) is 800mm to 1300mm.
7. the transom pier construction gang form according to any one of claim 1-5 is it is characterised in that described template under unified central planning
(10), described angle mould template (20), described adjusting template (30) and described arc transition chamfering formwork (40) outer surface are respectively provided with
There is frame, described frame is in that square shape splices, described template (10) under unified central planning, described angle mould template (20), described adjusting template
(30) and it is detachably connected by described frame when described arc transition chamfering formwork (40) mutually splices.
8. the transom pier construction gang form according to any one of claim 1-5 is it is characterised in that described template under unified central planning
(10), described angle mould template (20), described adjusting template (30) and described arc transition chamfering formwork (40) plate face thickness range
4mm to 8mm.
9. the transom pier construction gang form according to any one of claim 1-5 is it is characterised in that described pier body formwork group
And/or mold plate for pier cap group is steel mould.
10. the transom pier construction gang form according to any one of claim 1-5 is it is characterised in that described pier body formwork
Group and described mold plate for pier cap group are provided with the cage bar for strengthening template strength.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620957780.3U CN205934744U (en) | 2016-08-26 | 2016-08-26 | Gate -type mound construction built -up plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620957780.3U CN205934744U (en) | 2016-08-26 | 2016-08-26 | Gate -type mound construction built -up plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934744U true CN205934744U (en) | 2017-02-08 |
Family
ID=57954245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620957780.3U Active CN205934744U (en) | 2016-08-26 | 2016-08-26 | Gate -type mound construction built -up plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205934744U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366229A (en) * | 2017-07-07 | 2017-11-21 | 中铁七局集团第工程有限公司 | Both a kind of construction method of wired transom pier bent cap |
| CN112627034A (en) * | 2020-12-10 | 2021-04-09 | 上海宝冶集团有限公司 | Synchronous construction method for turning over mold of high pier of bridge |
-
2016
- 2016-08-26 CN CN201620957780.3U patent/CN205934744U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366229A (en) * | 2017-07-07 | 2017-11-21 | 中铁七局集团第工程有限公司 | Both a kind of construction method of wired transom pier bent cap |
| CN112627034A (en) * | 2020-12-10 | 2021-04-09 | 上海宝冶集团有限公司 | Synchronous construction method for turning over mold of high pier of bridge |
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