CN204491424U - Novel road bridge concrete guardrail construction formwork - Google Patents
Novel road bridge concrete guardrail construction formwork Download PDFInfo
- Publication number
- CN204491424U CN204491424U CN201520190328.4U CN201520190328U CN204491424U CN 204491424 U CN204491424 U CN 204491424U CN 201520190328 U CN201520190328 U CN 201520190328U CN 204491424 U CN204491424 U CN 204491424U
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- slot
- plate
- template
- connects
- magnetic sheet
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- Expired - Fee Related
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- Bridges Or Land Bridges (AREA)
Abstract
Novel road bridge concrete guardrail construction formwork.Its composition of this product comprises: soffit formwork, the left side of soffit formwork has the left slot of rectangle, the right side of soffit formwork has the right slot of rectangle, the perpendicular slot in a rectangle left slot connection opening left side, the perpendicular slot in the rectangle right slot connection opening right side, the left slot of rectangle connects left horizontal plate, the right slot of rectangle connects right horizontal plate, left horizontal plate connects left perpendicular plate, right horizontal plate connects right perpendicular plate, in the perpendicular slot in a left perpendicular plate insertion opening left side, in the perpendicular slot in the right perpendicular plate insertion opening right side, left perpendicular plate has left oblique cutting groove, the bottom of left oblique cutting groove connects magnetic sheet, right perpendicular plate has right oblique cutting groove, the bottom of right oblique cutting groove connects magnetic sheet, left slot inserts magnetic inserting column, right oblique cutting groove inserts magnetic inserting column, magnetic inserting column adhesive magnetic sheet, magnetic inserting column connects left tiltedly template and the oblique template in the right side respectively.The utility model is used for road and bridge concrete guardrail construction.
Description
Technical field
the utility model relates to a kind of Novel road bridge concrete guardrail construction formwork.
Background technology
existing road and bridge, concrete barrier formwork was all fixedly connected with, and more time-consuming in the process of die-filling and form removal, work together inconvenience, and job schedule is also slow, and what be unfavorable for constructing carries out smoothly.
Summary of the invention
it is fast that the purpose of this utility model is to provide a kind of assembling speed, can replace separately wherein any one piece of Novel road bridge concrete guardrail construction formwork being not suitable for the template used.
above-mentioned object is realized by following technical scheme:
a kind of Novel road bridge concrete guardrail construction formwork, its composition comprises: soffit formwork, the left side of described soffit formwork has the left slot of rectangle, the right side of described soffit formwork has the right slot of rectangle, the perpendicular slot in a described rectangle left slot connection opening left side, the perpendicular slot in the described rectangle right slot connection opening right side, the left slot of described rectangle connects left horizontal plate, the right slot of described rectangle connects right horizontal plate, described left horizontal plate connects left perpendicular plate, described right horizontal plate connects right perpendicular plate, a described left side is erected in the perpendicular slot in an opening left side described in plate insertion, the described right side is erected in the perpendicular slot in the opening right side described in plate insertion, a described left side is erected plate and is had left oblique cutting groove, the bottom of described left oblique cutting groove connects magnetic sheet, the described right side is erected plate and is had right oblique cutting groove, the bottom of described right oblique cutting groove connects magnetic sheet, described left slot inserts magnetic inserting column, described right oblique cutting groove inserts magnetic inserting column, the described magnetic sheet described in the adhesive of magnetic inserting column, described magnetic inserting column connects left tiltedly template and the oblique template in the right side respectively.
described Novel road bridge concrete guardrail construction formwork, the top of the oblique template of the oblique template in a described left side and the described right side all has inserting groove, the magnetic sheet described in the connection of bottom of described inserting groove, described inserting groove grafting irony oblique cutting plate, the described magnetic sheet described in the adhesive of irony oblique cutting plate, described irony oblique cutting plate connects left arc formwork and right arc formwork respectively, the top of described left arc formwork and described right arc formwork all has slot, the magnetic sheet described in the connection of bottom of described upper slot, described upper slot tight fit inserts upper plate, the bottom of described upper plate connects adhesive magnetic sheet, the described magnetic sheet described in the adhesive of adhesive magnetic sheet, described upper plate connects upper left template and upper right template respectively.
described Novel road bridge concrete guardrail construction formwork, described upper left template has the left clip slot of one and half degree of lip-roundings, described upper right template has the right clip slot of one and half degree of lip-roundings, the described left clip slot of half degree of lip-rounding and the described right clip slot of half degree of lip-rounding are oppositely arranged, and insert inverted U-shaped elastic pinching member and locate between the described left clip slot of half degree of lip-rounding and the described right clip slot of half degree of lip-rounding.
described Novel road bridge concrete guardrail construction formwork, the front-end and back-end of the oblique template in a described left side, the oblique template in the described right side, described left arc formwork, described right arc formwork, described upper left template, described upper right template all connect vertical magnetic sheet, described vertical magnetic sheet adhesive front irony baffle plate and rear irony baffle plate respectively, described front irony baffle plate all has gravity vent with described rear irony baffle plate and is connected pore.
beneficial effect:
1. the utility model adopts the left slot of rectangle, the right slot of rectangle, the perpendicular slot in an opening left side, the perpendicular slot in the opening right side, left horizontal plate, right horizontal plate, left perpendicular plate, right perpendicular plate, magnetic sheet, left oblique cutting groove, right oblique cutting slot fit use, make the oblique template of soffit formwork and a left side, right being connected firmly tiltedly between template, closely, assembling, replace all convenient, fast.
the irony oblique cutting plate adhesive magnetic sheet that the utility model adopts makes left tiltedly template and left arc formwork, right connection tiltedly between template and right arc formwork closely, firmly, and grafting assembling speed is all fast, uses flexibly.
the adhesive magnetic sheet that the utility model adopts and magnetic sheet with the use of make left arc formwork and upper left template, between right arc formwork and upper right template easy to connect, grafting adhesive firm, use safety.
the inverted U-shaped elastic pinching member that the utility model adopts is clipped between upper left template and upper right template, to make in integral mold plate that mixed earth Components Shape is good, compactness is good.
accompanying drawing illustrates:
accompanying drawing 1 is the structural representation of this product.
accompanying drawing 2 is external view of accompanying drawing 1.
detailed description of the invention:
embodiment 1:
a kind of Novel road bridge concrete guardrail construction formwork, its composition comprises: soffit formwork 1, the left side of described soffit formwork has the left slot 2 of rectangle, the right side of described soffit formwork has the right slot 3 of rectangle, the perpendicular slot 4 in a described rectangle left slot connection opening left side, the perpendicular slot 5 in the described rectangle right slot connection opening right side, the left slot of described rectangle connects left horizontal plate 6, the right slot of described rectangle connects right horizontal plate 7, described left horizontal plate connects left perpendicular plate 8, described right horizontal plate connects right perpendicular plate 9, a described left side is erected in the perpendicular slot in an opening left side described in plate insertion, the described right side is erected in the perpendicular slot in the opening right side described in plate insertion, a described left side is erected plate and is had left oblique cutting groove 10, the bottom of described left oblique cutting groove connects magnetic sheet 11, the described right side is erected plate and is had right oblique cutting groove 12, the bottom of described right oblique cutting groove connects magnetic sheet, described left slot inserts magnetic inserting column 13, described right oblique cutting groove inserts magnetic inserting column, the described magnetic sheet described in the adhesive of magnetic inserting column, described magnetic inserting column connects left tiltedly template 14 and the oblique template 15 in the right side respectively.
embodiment 2:
novel road bridge concrete guardrail construction formwork described in embodiment 1, the top of the oblique template of the oblique template in a described left side and the described right side all has inserting groove 16, the magnetic sheet described in the connection of bottom of described inserting groove, described inserting groove grafting irony oblique cutting plate 17, the described magnetic sheet described in the adhesive of irony oblique cutting plate, described irony oblique cutting plate connects left arc formwork 18 and right arc formwork 19 respectively, the top of described left arc formwork and described right arc formwork all has slot 20, the magnetic sheet described in the connection of bottom of described upper slot, described upper slot tight fit inserts upper plate 21, the bottom of described upper plate connects adhesive magnetic sheet, the described magnetic sheet described in the adhesive of adhesive magnetic sheet, described upper plate connects upper left template 22 and upper right template 23 respectively.
embodiment 3:
novel road bridge concrete guardrail construction formwork described in embodiment 2, described upper left template has the left clip slot 24 of one and half degree of lip-roundings, described upper right template has the right clip slot 25 of one and half degree of lip-roundings, the described left clip slot of half degree of lip-rounding and the described right clip slot of half degree of lip-rounding are oppositely arranged, and insert inverted U-shaped elastic pinching member 26 and locate between the described left clip slot of half degree of lip-rounding and the described right clip slot of half degree of lip-rounding.
embodiment 4:
novel road bridge concrete guardrail construction formwork described in embodiment 3, the front-end and back-end of the oblique template in a described left side, the oblique template in the described right side, described left arc formwork, described right arc formwork, described upper left template, described upper right template all connect vertical magnetic sheet 27, described vertical magnetic sheet is adhesive front irony baffle plate 28 and rear irony baffle plate 29 respectively, described front irony baffle plate all has gravity vent 30 with described rear irony baffle plate and is connected pore 31, gravity vent makes the density in mixed earth component increase, and air holes is few, intensity is high.
Claims (4)
1. a Novel road bridge concrete guardrail construction formwork, its composition comprises: soffit formwork, it is characterized in that: the left side of described soffit formwork has the left slot of rectangle, the right side of described soffit formwork has the right slot of rectangle, the perpendicular slot in a described rectangle left slot connection opening left side, the perpendicular slot in the described rectangle right slot connection opening right side, the left slot of described rectangle connects left horizontal plate, the right slot of described rectangle connects right horizontal plate, described left horizontal plate connects left perpendicular plate, described right horizontal plate connects right perpendicular plate, a described left side is erected in the perpendicular slot in an opening left side described in plate insertion, the described right side is erected in the perpendicular slot in the opening right side described in plate insertion, a described left side is erected plate and is had left oblique cutting groove, the bottom of described left oblique cutting groove connects magnetic sheet, the described right side is erected plate and is had right oblique cutting groove, the bottom of described right oblique cutting groove connects magnetic sheet, described left slot inserts magnetic inserting column, described right oblique cutting groove inserts magnetic inserting column, the described magnetic sheet described in the adhesive of magnetic inserting column, described magnetic inserting column connects left tiltedly template and the oblique template in the right side respectively.
2. Novel road bridge concrete guardrail construction formwork according to claim 1, it is characterized in that: the top of the oblique template of the oblique template in a described left side and the described right side all has inserting groove, the magnetic sheet described in the connection of bottom of described inserting groove, described inserting groove grafting irony oblique cutting plate, the described magnetic sheet described in the adhesive of irony oblique cutting plate, described irony oblique cutting plate connects left arc formwork and right arc formwork respectively, the top of described left arc formwork and described right arc formwork all has slot, the magnetic sheet described in the connection of bottom of described upper slot, described upper slot tight fit inserts upper plate, the bottom of described upper plate connects adhesive magnetic sheet, the described magnetic sheet described in the adhesive of adhesive magnetic sheet, described upper plate connects upper left template and upper right template respectively.
3. Novel road bridge concrete guardrail construction formwork according to claim 2, it is characterized in that: described upper left template has the left clip slot of one and half degree of lip-roundings, described upper right template has the right clip slot of one and half degree of lip-roundings, the described left clip slot of half degree of lip-rounding and the described right clip slot of half degree of lip-rounding are oppositely arranged, and insert inverted U-shaped elastic pinching member and locate between the described left clip slot of half degree of lip-rounding and the described right clip slot of half degree of lip-rounding.
4. Novel road bridge concrete guardrail construction formwork according to claim 3, it is characterized in that: the front-end and back-end of the oblique template in a described left side, the oblique template in the described right side, described left arc formwork, described right arc formwork, described upper left template, described upper right template all connect vertical magnetic sheet, described vertical magnetic sheet adhesive front irony baffle plate and rear irony baffle plate respectively, described front irony baffle plate all has gravity vent with described rear irony baffle plate and is connected pore.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520190328.4U CN204491424U (en) | 2015-04-01 | 2015-04-01 | Novel road bridge concrete guardrail construction formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520190328.4U CN204491424U (en) | 2015-04-01 | 2015-04-01 | Novel road bridge concrete guardrail construction formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491424U true CN204491424U (en) | 2015-07-22 |
Family
ID=53570724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520190328.4U Expired - Fee Related CN204491424U (en) | 2015-04-01 | 2015-04-01 | Novel road bridge concrete guardrail construction formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491424U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114045748A (en) * | 2021-11-12 | 2022-02-15 | 中国十七冶集团有限公司 | Movable formwork installation construction method for bridge guardrail |
-
2015
- 2015-04-01 CN CN201520190328.4U patent/CN204491424U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114045748A (en) * | 2021-11-12 | 2022-02-15 | 中国十七冶集团有限公司 | Movable formwork installation construction method for bridge guardrail |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20160401 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |