CN208803372U - A kind of reinforced concrete bridge deck plate template system - Google Patents
A kind of reinforced concrete bridge deck plate template system Download PDFInfo
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- CN208803372U CN208803372U CN201821232889.6U CN201821232889U CN208803372U CN 208803372 U CN208803372 U CN 208803372U CN 201821232889 U CN201821232889 U CN 201821232889U CN 208803372 U CN208803372 U CN 208803372U
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- plate
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- baffle
- comb teeth
- reinforced concrete
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Abstract
The utility model discloses a kind of reinforced concrete bridge deck plate template system, which includes end template, flank template and comb teeth template；Flank template includes the fixed plate being connected with end template and multiple baffles in fixed plate；Baffle is along fixed plate length direction successively arranged for interval；Comb teeth template includes top plate and the multiple tooth plates for being fixed on top plate lower surface vertically, and tooth plate is plugged on framework of steel reinforcement vertically and is located on the inside of baffle and is held in baffle, and each tooth plate is along top plate length direction successively arranged for interval.Baffle and tooth plate provided by the utility model are plugged between the reinforcing bar of framework of steel reinforcement, tooth plate is located on the inside of baffle and is held in baffle, on the one hand, baffle forms the extruding to comb teeth template in casting concrete, prevents comb teeth template toward outer displacement, avoid the dislocation between flank template and comb teeth template, it ensure that the verticality of comb teeth template, on the other hand, upper layer and lower layer do not use bolt, project amount is reduced, production efficiency is improved.
Description
Technical field
The utility model relates to bridge formwork production and installing areas, and in particular to a kind of reinforced concrete bridge deck plate mould
Plate body system.
Background technique
Floorings are usually that pouring concrete makes again by building template, conventional by the way of split type side template, this
The split type side template of kind usually has drawback: 1, since template is divided into upper layer and lower layer, production type is single, takes up a large area；
2, when assembled, upper layer and lower layer are easy to produce dislocation, to influence formwork sides flatness；3, upper layer and lower layer are bolted,
Project amount is larger, one of horizontal joint easy to form；4, when installing, lower template is first installed, after framework of steel reinforcement enters mould, then is installed
Upper former, upper and lower level template are drilled bolt by the connecting plates of two sides, when dismounting, upper former are first removed, due to lower layer's mould
Plate is close to bridge deck concrete surface, and when dismounting is relatively difficult, by tapping lower template when prefabricated boards can only being waited to lift by crane
The edge of a wing could remove, increase by a submantle layer punching block using conventional two-piece side punching block not only more, but also increase upper layer and lower layer mould
The connecting plate of plate, adjustment upper layer and lower layer mold plate verticality also need to spend it is some artificial, it is uneconomical.Therefore, if to meet a variety of
The floorings of type make simultaneously, and the quantity and model of template are just very more, therefore conventional two-piece template be not applicable in.
Utility model content
In view of the deficiencies in the prior art, the purpose of this utility model is to provide one kind to avoid upper layer and lower layer wrong
Position, high production efficiency reinforced concrete bridge deck plate template system.
To achieve the above objectives, the technical scheme adopted by the utility model is that: a kind of reinforced concrete bridge deck plate template
System comprising:
End template is used to carry framework of steel reinforcement；
Multiple flank templates, the flank template include the fixed plate being connected with the end template and be set to the fixed plate
On multiple baffles；The baffle is along the fixed plate length direction successively arranged for interval；
Multiple comb teeth templates, the comb teeth template include top plate and are fixed on multiple teeth of the top plate lower surface vertically
Plate, the tooth plate is for being plugged on the framework of steel reinforcement vertically and being located on the inside of the baffle and be held in the baffle, each institute
Tooth plate is stated along the top plate length direction successively arranged for interval.
Further, the template system further includes multiple exterior sheathings, the exterior sheathing include connecting plate, stiffening plate and
The first gusset that both ends are connected with the end face of the connecting plate and the stiffening plate respectively, the connecting plate is far from the stiffening plate
End face by the second link of boards in the side of the top plate lower surface far from the tooth plate.
Further, first gusset is equipped at intervals with multiple along top plate length direction.
Further, second gusset is equipped at intervals with multiple along top plate length direction.
Further, second gusset is with a thickness of 10mm, and distance is 400mm between adjacent two second gusset.
Further, the top plate lower surface is also vertically fixed two third gussets, and the two third gussets are located at institute
Top plate two sides are stated, and each tooth plate is between the two third gussets.
Further, the connecting hole for the adjacent two comb teeth template connection is offered on the third gusset.
Further, hole for hoist is offered on the top plate.
Further, the fixed plate is fixed with the bed die crab bolt.
Compared with the prior art, the advantages of the utility model are:
(1) template system provided by the utility model, end template, flank template and comb teeth template are all calibrated bolcks, whole
Assembly uses, and when installation, baffle and tooth plate are all to be plugged between the reinforcing bar of framework of steel reinforcement, and tooth plate is located at baffle inside simultaneously
It is held in baffle, baffle forms the extruding to comb teeth template in casting concrete, prevents comb teeth template toward outer displacement, avoids
Dislocation between flank template and comb teeth template ensure that the verticality of comb teeth template.
(2) the utility model flank template and comb teeth template are realized by the effect of tooth plate and baffle, i.e. tooth plate position
On the inside of baffle and it is held in baffle, stress between the two does not need to be fixedly connected by bolt, greatly reduces use
Bolted project amount, improves production efficiency, avoids appearance such as conventional two-piece mode bring horizontal joint.
Detailed description of the invention
Fig. 1 is end template structural schematic diagram provided by the embodiment of the utility model；
Fig. 2 is flank template main view provided by the embodiment of the utility model；
Fig. 3 is the top view of Fig. 2；
Fig. 4 is comb teeth template main view provided by the embodiment of the utility model；
Fig. 5 is Fig. 4 top view；
Fig. 6 is Fig. 4 left view；
Fig. 7 is floorings provided by the embodiment of the utility model and framework of steel reinforcement structural schematic diagram.
In figure: 1, end template；10, first positioning hole；2, flank template；20, fixed plate；200, second location hole；21, it keeps off
Plate；3, comb teeth template；30, top plate；300, hole for hoist；31, tooth plate；32, third gusset；320, connecting hole；4, exterior sheathing；40,
Connecting plate；41, stiffening plate；42, the first gusset；43, the second gusset；5, framework of steel reinforcement；6, floorings；60, exposed steel bar.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and embodiments.
Referring to FIG. 1 to FIG. 4, the utility model embodiment provides a kind of reinforced concrete bridge deck plate template system,
It includes for carrying the end template 1 of framework of steel reinforcement 5 (shown in Figure 7), multiple flank templates 2 and multiple comb teeth templates 3；Ginseng
As shown in Fig. 2 and Fig. 3, flank template 2 includes the fixed plate 20 being connected with end template 1 and multiple baffles in fixed plate 20
21；Baffle 21 is along 20 length direction of fixed plate successively arranged for interval；Shown in Figure 4, comb teeth template 3 is including top plate 30 and vertically
Multiple tooth plates 31 of 30 lower surface of top plate are fixed on, in use, tooth plate 31 is plugged in vertically on framework of steel reinforcement 5, and tooth plate 31
Positioned at the inside of baffle 21 and it is held in baffle 21, each tooth plate 31 is along 30 length direction of top plate successively arranged for interval.
Template system provided by the utility model, end template 1, flank template 2 and comb teeth template 3 are all calibrated bolcks, whole
Assembly uses, and when installation, baffle 21 and tooth plate 31 are all to be plugged between the reinforcing bar of framework of steel reinforcement 5, and tooth plate 31 is located at gear
21 inside of plate is simultaneously held in baffle 21, and baffle 21 forms the extruding to comb teeth template 3 in casting concrete, prevents comb teeth template
3, toward outer displacement, avoid the dislocation between flank template 2 and comb teeth template 3, ensure that the verticality of comb teeth template 3.
The utility model flank template 2 and comb teeth template 3 are realized by the effect of tooth plate 31 and baffle 21, i.e. tooth plate
31 are located at 21 inside of baffle and are held in baffle 21, and stress between the two does not need to be fixedly connected by bolt, significantly
The project amount being connected with is reduced, production efficiency is improved, avoids appearance such as conventional two-piece mode bring water
Flush joint.
The utility model uses comb teeth template 3, only the tooth plate 31 of comb teeth template 3 need to be abutted baffle 21 when worker installs,
It can accomplish integral installation and remove, greatly improve work efficiency.
In the present embodiment, comb teeth template 3 is deformed when removing and handling in order to prevent, and top plate 30 uses 20mm thick steel plate；
Baffle 21 uses 10mm thick steel plate in the present embodiment.
Referring to figs. 5 and 6 shown in, in order to improve the number of turnover of comb teeth template 3, prevent in use because hit,
Beat deformation, template system further includes multiple exterior sheathings 4, exterior sheathing 4 include connecting plate 40, stiffening plate 41 and both ends respectively with
The first gusset 42 that connecting plate 40 is connected with the end face of stiffening plate 41, connecting plate 40 pass through the second muscle far from the end face of stiffening plate 41
Plate 43 is connected to side of 30 lower surface of top plate far from tooth plate 31.In the present embodiment, connecting plate 40, stiffening plate 41 and the first gusset
42 are welded into body structure, then with comb teeth template 3 by being welded into body structure.
In the present embodiment, end template 1, flank template 2, comb teeth template 3 and 4 surface of exterior sheathing are painted with anti-corrosion material,
For example it paints.
It is shown in Figure 5, the first gusset 42 be equipped at intervals with along top plate length direction it is multiple, in the present embodiment, the first gusset
42 with a thickness of 6mm, and distance is 100mm between adjacent two first gusset 42.
Second gusset 43 is equipped at intervals with multiple along top plate length direction, and the second gusset 43 is with a thickness of 10mm, and adjacent two second
Distance is 400mm between gusset 43, and 43 width of the second gusset is greater than 21 thickness of baffle, and baffle 21 is allow to be inserted in tooth plate 31 and connect
Between fishplate bar 40.
Shown in Figure 5,30 lower surface of top plate is also vertically fixed two third gussets 32, and two third gussets 32 are located at
30 two sides of top plate, and each tooth plate 31 is located between two third gussets 32.Second gusset 43 and third gusset 32 are using identical
Gusset, and the distance between the second gusset 43 of close third gusset 32 and the third gusset 32 are 400mm.
It is shown in Figure 6, the connecting hole 320 for the connection of adjacent two comb teeth template 3 is offered on third gusset 32, it is adjacent
Two comb teeth templates 3 connect installation and removal conveniently by being arranged in the bolt of connecting hole 320.
It is shown in Figure 5, hole for hoist 300 is offered on top plate 30, hole for hoist 300 respectively sets one on 30 both sides of top plate, side
Just the lifting operation of comb teeth template 3, is transported through using door machine, greatly reduces labor intensity of workers.
Referring to first positioning hole 10 shown in Fig. 1 and Fig. 3, is offered on end template 1, offers in fixed plate 20 and determine with first
The matched second location hole 200 in position hole 10, fixed plate 20 and end template 1 are by being threaded through first positioning hole 10 and second location hole
200 bolt is fixed.
Shown in Figure 7, the utility model additionally provides the construction method of reinforced concrete bridge deck plate template system, packet
Include following steps:
S1: being directed at the first positioning hole 10 on end template 1 for the second location hole 200 in the fixed plate 20 of flank template 2,
It is fixed with bolt, along the edge of end template 1, flank template 2 is mounted on 1 surrounding of end template；
S2: by the lifting to end template 1 of framework of steel reinforcement 5, it is plugged in baffle 21 between the reinforcing bar of framework of steel reinforcement 5；
S3: along the edge of framework of steel reinforcement 5, comb teeth template 3 is plugged in 5 surrounding of framework of steel reinforcement, tooth plate 31 is made to be located at baffle
21 insides are simultaneously held in baffle 21, when comb teeth 3 grafting of template, one section are reserved on framework of steel reinforcement 5 and is used as exposed steel bar 60, phase
Adjacent two comb teeth templates 3 are located next to, and the connecting hole 320 of two neighboring comb teeth template 3 are passed through by bolt, and connected admittedly with screw
It is fixed；
S4: casting concrete forms floorings 6；
S5: removing comb teeth template 3, removes flank template 2.
The utility model is not limited to above embodiment, for those skilled in the art, not
Under the premise of being detached from the utility model principle, several improvements and modifications can also be made, these improvements and modifications are also considered as this reality
Within novel protection scope.The content being not described in detail in this specification belongs to well known to professional and technical personnel in the field
The prior art.
Claims (9)
1. a kind of reinforced concrete bridge deck plate template system, characterized in that it comprises:
End template (1) is used to carry framework of steel reinforcement (5)；
Multiple flank templates (2), the flank template (2) include the fixed plate (20) being connected with the end template (1) and are set to
Multiple baffles (21) on the fixed plate (20)；The baffle (21) is successively spaced cloth along the fixed plate (20) length direction
It sets；
Multiple comb teeth templates (3), the comb teeth template (3) include top plate (30) and are fixed on the top plate (30) lower surface vertically
Multiple tooth plates (31), the tooth plate (31) for be plugged on the framework of steel reinforcement (5) vertically and be located at the baffle (21)
Inside is simultaneously held in the baffle (21), and each tooth plate (31) is along the top plate (30) length direction successively arranged for interval.
2. reinforced concrete bridge deck plate template system as described in claim 1, it is characterised in that: the template system also wraps
Include multiple exterior sheathings (4), the exterior sheathing (4) include connecting plate (40), stiffening plate (41) and both ends respectively with the connection
The first gusset (42) that plate (40) is connected with the end face of the stiffening plate (41), the connecting plate (40) is far from the stiffening plate
(41) end face is connected to side of the top plate (30) lower surface far from the tooth plate (31) by the second gusset (43).
3. reinforced concrete bridge deck plate template system as claimed in claim 2, it is characterised in that: first gusset (42)
It is equipped at intervals with along top plate length direction multiple.
4. reinforced concrete bridge deck plate template system as claimed in claim 2, it is characterised in that: second gusset (43)
It is equipped at intervals with along top plate length direction multiple.
5. reinforced concrete bridge deck plate template system as claimed in claim 4, it is characterised in that: second gusset (43)
With a thickness of 10mm, distance is 400mm between adjacent two second gusset (43).
6. reinforced concrete bridge deck plate template system as described in claim 1, it is characterised in that: top plate (30) following table
Face is also vertically fixed two third gussets (32), and the two third gussets (32) are located at the top plate (30) two sides, and each institute
Tooth plate (31) are stated between the two third gussets (32).
7. reinforced concrete bridge deck plate template system as claimed in claim 6, it is characterised in that: the third gusset (32)
On offer connecting hole (320) for the adjacent two comb teeth templates (3) connection.
8. reinforced concrete bridge deck plate template system as described in claim 1, it is characterised in that: opened on the top plate (30)
Equipped with hole for hoist (300).
9. reinforced concrete bridge deck plate template system as described in claim 1, it is characterised in that: the fixed plate (20) with
End template (1) bolt is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821232889.6U CN208803372U (en) | 2018-08-01 | 2018-08-01 | A kind of reinforced concrete bridge deck plate template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821232889.6U CN208803372U (en) | 2018-08-01 | 2018-08-01 | A kind of reinforced concrete bridge deck plate template system |
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| Publication Number | Publication Date |
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| CN208803372U true CN208803372U (en) | 2019-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821232889.6U Active CN208803372U (en) | 2018-08-01 | 2018-08-01 | A kind of reinforced concrete bridge deck plate template system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867373A (en) * | 2018-08-01 | 2018-11-23 | 中铁大桥局集团第六工程有限公司 | A kind of reinforced concrete bridge deck plate template system and construction method |
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2018
- 2018-08-01 CN CN201821232889.6U patent/CN208803372U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867373A (en) * | 2018-08-01 | 2018-11-23 | 中铁大桥局集团第六工程有限公司 | A kind of reinforced concrete bridge deck plate template system and construction method |
| CN108867373B (en) * | 2018-08-01 | 2024-02-27 | 中铁大桥局集团第六工程有限公司 | Template system for reinforced concrete bridge deck and construction method |
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