CN209323365U - A kind of Bridge guardrail pedestal fixed form combination shuttering - Google Patents
A kind of Bridge guardrail pedestal fixed form combination shuttering Download PDFInfo
- Publication number
- CN209323365U CN209323365U CN201920048437.0U CN201920048437U CN209323365U CN 209323365 U CN209323365 U CN 209323365U CN 201920048437 U CN201920048437 U CN 201920048437U CN 209323365 U CN209323365 U CN 209323365U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- exterior sheathing
- bridge
- flange plate
- limit
- 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
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title claims abstract description 18
- 238000009416 shuttering Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 238000003466 welding Methods 0.000 claims abstract description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 11
- 239000004567 concrete Substances 0.000 description 10
- 238000005266 casting Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000834 fixative Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000012536 packaging technology Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model discloses a kind of Bridge guardrail pedestal fixed form combination shutterings, including bridge flange plate, reserved steel bar, inner template, limit steel bar, limit plate, exterior sheathing, fixed link, support rod, connecting rod and pressure thick stick.The reserved steel bar is fixed on the bridge flange plate, the inner template is arranged on the inside of bridge flange plate, the limit steel bar is arranged between inner template and reserved steel bar, limit steel bar and reserved steel bar weld, the exterior sheathing side is arranged on bridge flange plate, the other side is vacantly arranged on the outside of bridge flange plate, the limit plate is arranged in the hanging side lower end welding of exterior sheathing, the fixed link is fixedly installed in exterior sheathing and internal model board ends, the support rod is fixedly installed above fixed link, the connecting rod is fixedly installed in support rod opposite end, it is bolted between connecting rod, the pressure thick stick is connected to above inner template and exterior sheathing.The Bridge guardrail pedestal fixed form combination shuttering of the utility model, has the characteristics that assembling duration is short low with construction cost.
Description
Technical field
The utility model relates to bridge guardrail technical field of construction, more particularly, to a kind of Bridge guardrail pedestal sizing group
Shuttering.
Background technique
Form work engineering refers to a whole set of tectonic system of the molding template of newly-laid concrete and supporting template, wherein contact
Concrete simultaneously controls predetermined size, shape, the construction portion of position and is known as template.Although template is complementary structure, but mixed
It is most important in solidifying soil construction.In hydraulic engineering, the cost of form work engineering, account for reinforced concrete structures cost 15~
30%, the 5~15% of rare-reinforcement concrete cost are accounted for, production and labour's dosage of installation template account for about the total dosage of concrete works
28~45%.The design and packaging technology of template are to cannot be neglected an important link in concrete construction.
Guardrail base template is used when concrete bed is arranged in steel guard rail bottom, and concrete bed improves the anti-of guardrail
Ability is hit, guardrail base is up to dozens or even hundreds of kilometer.Guardrail base concrete is completed in the shortest possible time
Template number or demoulding in advance are poured or increase, increasing template number will definitely increase project inputs, and in the market
Existing template has the disadvantage that (1) template assembly time is long, and the construction time is caused to extend；(2) construction cost is high.
Utility model content
In view of this, the purpose of this utility model is in view of the deficiencies of the prior art, it is fixed to provide a kind of Bridge guardrail pedestal
Type gang form has the characteristics that assembling duration is short low with construction cost.
In order to achieve the above objectives, the utility model uses a kind of following technical scheme: Bridge guardrail pedestal fixative composition mould
Plate, including bridge flange plate, reserved steel bar, inner template, limit steel bar, limit plate, exterior sheathing, fixed link, support rod, connecting rod
With pressure thick stick.The reserved steel bar is fixed on the bridge flange plate, and the inner template is arranged on the inside of bridge flange plate,
The limit steel bar is arranged between inner template and reserved steel bar, and limit steel bar and reserved steel bar weld, the exterior sheathing side
It is arranged on bridge flange plate, the exterior sheathing other side is vacantly arranged on the outside of bridge flange plate, the hanging side lower end welding of exterior sheathing
The limit plate is set, and exterior sheathing and internal model board ends are fixedly installed the fixed link, institute are fixedly installed above fixed link
Support rod is stated, support rod opposite end is fixedly installed the connecting rod, is bolted between connecting rod, the pressure thick stick clamping
Above inner template and exterior sheathing；
The pressure thick stick includes connecting plate and gag lever post, and the gag lever post, connecting plate phase is laterally arranged in the connection board ends
To setting on the outside of inner template and exterior sheathing, gag lever post both ends and connecting plate are welded, and gap and ring flange are arranged between gag lever post
On pre-embedded bolt be fixedly connected.
Preferably, gusset is respectively provided on the outside of the fixed link and connecting rod.
Preferably, screw hole is respectively provided in the fixed link and connecting rod.
Preferably, the fixed link, support rod, connecting rod and gag lever post are square tube.
Preferably, the limit plate is angle steel.
Preferably, the exterior sheathing and bridge flange plate interface width are 5mm.
The beneficial effects of the utility model are:
The utility model Bridge guardrail pedestal fixed form combination shuttering, inner template realize interior side positioning by limit steel bar, outside
Template realizes outer side positioning by limit plate, realizes positioning of floating by pressure thick stick, structure is simple, and assembling duration is short, and connecting rod is logical
It crosses and is bolted, convenient for removing and installing for template, shorten the construction time, reduce construction cost, exterior sheathing side is arranged in bridge
On beam flange plate, the exterior sheathing other side is vacantly arranged on the outside of bridge flange plate, spillage when preventing casting concrete.
Detailed description of the invention
Fig. 1 is the main view of the utility model Bridge guardrail pedestal fixed form combination shuttering；
Fig. 2 is the left view of the utility model Bridge guardrail pedestal fixed form combination shuttering；
Fig. 3 is the top view of the utility model Bridge guardrail pedestal fixed form combination shuttering.
Specific embodiment
It is specific embodiment of the utility model and in conjunction with attached drawing below, the technical solution of the utility model is made further
Description, but the utility model is not limited to these examples.
Embodiment 1
A kind of Bridge guardrail pedestal fixed form combination shuttering, including bridge flange plate 1, reserved steel bar 2, inner template 3, limit steel
Muscle 4, limit plate 5, exterior sheathing 6, fixed link 7, support rod 8, connecting rod 9, pressure thick stick 10.The reserved steel bar 2 is fixed at institute
State on bridge flange plate 1, the inner template 3 setting in 1 inside of bridge flange plate, the setting of limit steel bar 4 inner template 3 with
Between reserved steel bar 2, limit steel bar 4 and reserved steel bar 2 are welded, and 6 side of exterior sheathing is arranged on bridge flange plate 1, outside
The outside of bridge flange plate 2 is vacantly arranged in 6 other side of template, spillage when preventing casting concrete.The weldering of the hanging side lower end of exterior sheathing 6
The setting limit plate 5 is connect, the fixed link 7 is fixedly installed in exterior sheathing 6 and 3 both ends of inner template, and 7 top of fixed link is fixed
The support rod 8 is set, and 8 opposite end of support rod is fixedly installed the connecting rod 9, is bolted between connecting rod 9, institute
The pressure clamping setting of thick stick 10 is stated above inner template 3 and exterior sheathing 6.Inner template 3 realizes interior side positioning by limit steel bar 4, simultaneously
Limit steel bar 4 plays a supporting role to inner template 3, and exterior sheathing 6 realizes outer side positioning by limit plate 5, is realized by pressure thick stick 10
It floats and positions, structure is simple, and assembling duration is short, and connecting rod 9 is bolted, and convenient for removing and installing for template, shortening is applied
Between working hour, construction cost is reduced.
The pressure thick stick 10 includes connecting plate 11 and gag lever post 12, and the gag lever post is laterally arranged in 11 both ends of connecting plate
12, connecting plate 11 is oppositely arranged on 6 outside of inner template 3 and exterior sheathing, and 12 both ends of gag lever post and connecting plate 11 weld, gag lever post 12
Between setting gap be fixedly connected with the pre-embedded bolt on ring flange.
Embodiment 2
It is in place of the present embodiment and the difference of embodiment 1: is respectively provided with gusset 13 on the outside of the fixed link 7 and connecting rod 9,
The bearing capacity and bending resistance for increasing fixed link 7 and connecting rod 9 prevent fixed link 7 and connecting rod 9 from deforming.
Embodiment 3
It is in place of the present embodiment and the difference of embodiment 1: is respectively provided with screw hole 14 in the fixed link 7 and connecting rod 9, side
Just the installation and removal of template.
Embodiment 4
Be in place of the present embodiment and the difference of embodiment 1: the fixed link 7, support rod 8, connecting rod 9 and gag lever post are equal
For square tube.
Embodiment 5
Be in place of the present embodiment and the difference of embodiment 1: the limit plate 5 is angle steel, and bearing capacity is strong.
Embodiment 6
Be in place of the present embodiment and the difference of embodiment 1: the exterior sheathing is with bridge flange plate interface width
5mm keeps the finished appearance after pouring beautiful.
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, this field
Other modifications or equivalent replacement that those of ordinary skill makes the technical solution of the utility model, it is practical without departing from this
The spirit and scope of new technique scheme should all cover in the scope of the claims of the utility model.
Claims (6)
1. a kind of Bridge guardrail pedestal fixed form combination shuttering, it is characterised in that: including bridge flange plate, reserved steel bar, inner template,
Limit steel bar, limit plate, exterior sheathing, fixed link, support rod, connecting rod and pressure thick stick；The reserved steel bar is fixed at described
On bridge flange plate, the inner template is arranged on the inside of bridge flange plate, and the limit steel bar is arranged in inner template and reserved steel
Between muscle, limit steel bar and reserved steel bar are welded, and the exterior sheathing side is arranged on bridge flange plate, and the exterior sheathing other side is outstanding
Sky is arranged on the outside of bridge flange plate, and the limit plate, exterior sheathing and internal model board ends are arranged in the hanging side lower end welding of exterior sheathing
The fixed link is fixedly installed, the support rod is fixedly installed above fixed link, institute is fixedly installed in support rod opposite end
Connecting rod is stated, is bolted between connecting rod, the pressure thick stick is connected to above inner template and exterior sheathing；
The pressure thick stick includes connecting plate and gag lever post, and the gag lever post is laterally arranged in the connection board ends, and connecting plate is opposite to be set
It sets on the outside of inner template and exterior sheathing, gag lever post both ends and connecting plate weld, between gag lever post on setting gap and ring flange
Pre-embedded bolt is fixedly connected.
2. Bridge guardrail pedestal fixed form combination shuttering according to claim 1, it is characterised in that: the fixed link with connect
Gusset is respectively provided on the outside of bar.
3. Bridge guardrail pedestal fixed form combination shuttering according to claim 1, it is characterised in that: the fixed link with connect
Screw hole is respectively provided on bar.
4. Bridge guardrail pedestal fixed form combination shuttering according to claim 1,2 or 3, it is characterised in that: the fixed link,
Support rod, connecting rod and gag lever post are square tube.
5. Bridge guardrail pedestal fixed form combination shuttering according to claim 1, it is characterised in that: the limit plate is angle
Steel.
6. Bridge guardrail pedestal fixed form combination shuttering according to claim 1, it is characterised in that: the exterior sheathing and bridge
Flange plate interface width is 5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920048437.0U CN209323365U (en) | 2019-01-11 | 2019-01-11 | A kind of Bridge guardrail pedestal fixed form combination shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920048437.0U CN209323365U (en) | 2019-01-11 | 2019-01-11 | A kind of Bridge guardrail pedestal fixed form combination shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323365U true CN209323365U (en) | 2019-08-30 |
Family
ID=67731142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920048437.0U Expired - Fee Related CN209323365U (en) | 2019-01-11 | 2019-01-11 | A kind of Bridge guardrail pedestal fixed form combination shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323365U (en) |
-
2019
- 2019-01-11 CN CN201920048437.0U patent/CN209323365U/en not_active Expired - Fee Related
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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: 20190830 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |