CN211498484U - Steel guardrail concrete base inlet for stom water recovery formula regularization mould - Google Patents
Steel guardrail concrete base inlet for stom water recovery formula regularization mould Download PDFInfo
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- CN211498484U CN211498484U CN201920286342.2U CN201920286342U CN211498484U CN 211498484 U CN211498484 U CN 211498484U CN 201920286342 U CN201920286342 U CN 201920286342U CN 211498484 U CN211498484 U CN 211498484U
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Abstract
The utility model relates to a steel guardrail concrete base gutter inlet recovery type sizing die, which comprises a box girder, a supporting end rod, an inner supporting plate and a wedge-shaped plug plate; laying an end rod bottom plate and a flexible joint layer on the upper part of the box girder, wherein a supporting end rod is arranged on the end rod bottom plate, and a bottom transverse mold is arranged on the flexible joint layer; the support end rod is provided with a rolling machine and a positioning rod, the inner support column is provided with an inner support rod, a hanging ring and a connecting end plate, the rolling machine is connected with the hanging ring through a stay rope, and the connecting end plate is connected with the support end rod through the positioning rod; one end of the inner stay bar is provided with an inner stay plate, and the inner stay plate is connected with the wedge-shaped plug plate; the two ends of the bottom transverse mold are provided with a base side mold and a side vertical mold, the top of the side vertical mold is provided with a top transverse mold, and the inner supporting plate and the wedge-shaped plug plate are connected with the top transverse mold, the bottom transverse mold and the side vertical mold. The utility model has the advantages that: the utility model discloses the on-spot location of mouth of a rain template, simple to operate, structural integrity is good, can effectively promote site operation efficiency.
Description
Technical Field
The utility model relates to a can promote the wholeness of site operation quality and construction structures, reduce the template dismouting degree of difficulty, improve site operation efficiency's steel guardrail concrete base inlet for stom water recovery formula regularization mould belongs to the bridge engineering field, is applicable to bridge steel guardrail engineering.
Background
When the base of the road and bridge guardrail is constructed, a base rain port is usually required to be arranged. At present, when a base gutter inlet is constructed, the inner template is difficult to disassemble and is often difficult to recycle.
The prefabricated concrete assembled type adjustable gutter inlet recovery structure in the prior art is formed by connecting a shaft with a cast iron die orifice, wherein the cast iron die orifice is formed by connecting four anchor bolts with the shaft, the shaft is formed by connecting four cylindrical assembling parts of a prefabricated concrete wellhead cylinder, an adjusting cylinder, an upper semicircular shaft and a lower semicircular shaft of a branch pipe from top to bottom, the upper semicircular shaft and the lower semicircular shaft of the branch pipe are respectively provided with a semicircular hole which corresponds to each other, the cylindrical assembling parts do not comprise bottom plates, the interfaces of the cylindrical assembling parts are grooves and tongues, and cement mortar is sealed in the grooves and tongues. The prefabricated concrete assembly type adjustable rainwater inlet is made of reinforced concrete prefabricated parts. Although the structure can meet certain rainwater recovery requirements, improvements are still provided in the aspects of positioning and mounting difficulty of the rainwater inlet template on site, improving the structure integrity, saving building materials and the like.
In view of this, the invention provides a steel guardrail concrete base gutter inlet recovery type sizing die which is convenient to position and install on site, has good structural integrity and can be repeatedly used by a formwork and a formwork supporting structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, providing one kind not only can promote the wholeness of site operation quality and construction structure, can reduce the degree of difficulty that the template was established in addition, can also improve the steel guardrail concrete base inlet for stom water recovery formula regularization mould of site operation efficiency.
The gutter inlet recovery type sizing die for the concrete base of the steel guardrail comprises a box girder, a supporting end rod, an inner supporting plate and a wedge-shaped plug plate; laying an end rod bottom plate and a flexible joint layer on the upper part of the box girder, wherein a supporting end rod is arranged on the end rod bottom plate, and a bottom transverse mold is arranged on the flexible joint layer; the support end rod is provided with a rolling machine and a positioning rod, the inner support column is provided with an inner support rod, a hanging ring and a connecting end plate, the rolling machine is connected with the hanging ring through a stay rope, and the connecting end plate is connected with the support end rod through the positioning rod; one end of the inner stay bar is provided with an inner stay plate, and the inner stay plate is connected with the wedge-shaped plug plate; the both ends of end horizontal mould set up base side form and side and found the mould, and the top that the mould was found to the side sets up the top horizontal mould, and interior fagging and wedge cock board are connected with top horizontal mould, end horizontal mould and side mould, and the position of top horizontal mould, end horizontal mould and side mould is through positioning bolt and spacing stirrup regulation control.
Preferably, the method comprises the following steps: the cross section of the wedge-shaped plug plate is trapezoidal; the top transverse mould, the bottom transverse mould and the side vertical mould are made of steel moulds or alloy moulds, the connecting surfaces of the top transverse mould, the bottom transverse mould and the side vertical mould and the wedge-shaped plug plates are provided with connecting inclined planes, and the connecting positions of the side vertical mould, the top transverse mould and the bottom transverse mould are provided with auxiliary supporting plates and connecting convex falcons.
The utility model has the advantages that:
(1) the utility model discloses the on-spot location of mouth of a rain template, simple to operate, structural integrity is good, can effectively promote site operation efficiency.
(2) The utility model discloses can realize template and prop up the reuse of establishing the structure, save building material.
Drawings
FIG. 1 is a schematic cross-sectional view of a recycled type sizing mold structure for a gully of a concrete base of a steel guardrail of the present invention;
fig. 2 is a schematic structural view of a gully template.
Description of reference numerals: 1-ejecting a transverse mould; 2-side erecting a mould; 3-bottom transverse mold; 4-base side mould; 5-box girder; 6-end bar bottom plate; 7-a flexible seam layer; 8-supporting the end rod; 9-a rolling and pulling machine; 10-a positioning rod; 11-inner bracing column; 12-an inner strut; 13-a hoisting ring; 14-connecting end plates; 15-a pull cable; 16-inner supporting plate; 17-wedge plug plate; 18-limit stirrups; 19-auxiliary supporting plates; 20-connecting convex falcon; 21-positioning the bolt.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
As shown in fig. 1-2, in the gutter inlet recovery type sizing die for the concrete base of the steel guardrail, an end rod bottom plate 6 and a flexible joint layer 7 are laid on the upper part of a box girder 5, a support end rod 8 is arranged on the end rod bottom plate 6, and a bottom transverse die 3 is arranged on the flexible joint layer 7; a rolling and pulling machine 9 and a positioning rod 10 are arranged on the supporting end rod 8, an inner supporting rod 12, a hanging ring 13 and a connecting end plate 14 are arranged on an inner supporting column 11, the rolling and pulling machine 9 is connected with the hanging ring 13 through a pull rope 15, and the connecting end plate 14 is connected with the supporting end rod 8 through the positioning rod 10; an inner supporting plate 16 is arranged at the other end of the inner support rod 12, and the inner supporting plate 16 is connected with a wedge-shaped plug plate 17; the method comprises the steps of firstly arranging a base side die 4 and a side vertical die 2 at two ends of a bottom transverse die 3, then arranging a top transverse die 1 at the top of the side vertical die 2, connecting an inner supporting plate 16 and a wedge-shaped plug plate 17 with the top transverse die 1, the bottom transverse die 3 and the side vertical die 2, and controlling the positions of the top transverse die 1, the bottom transverse die 3 and the side vertical die 2 through a positioning bolt 21 and a limiting stirrup 18.
The cross section of the wedge-shaped plug plate 17 is trapezoidal; the top transverse mould 1, the bottom transverse mould 3 and the side vertical mould 2 adopt steel moulds or alloy moulds, the top transverse mould 1, the bottom transverse mould 3 and the side vertical mould 2 are connected with the wedge-shaped plug plate 17 to form a connection inclined plane, and the side vertical mould 2 is connected with the top transverse mould 1 and the bottom transverse mould 3 to form an auxiliary supporting plate 19 and a connection convex tenon 20.
The top transverse die 1, the side vertical die 2, the bottom transverse die 3 and the base side die 4 are all made of steel dies.
The box girder 5 is of a reinforced concrete structure, the width of the box girder is 6m, and the strength grade of concrete is C50.
The end rod bottom plate 6 is formed by cutting a steel plate with the thickness of 1 mm.
The flexible seam layer 7 is a rubber plate with the thickness of 1 cm.
The supporting end rod 8 adopts H-shaped steel with the specification of 150 multiplied by 7 multiplied by 10.
The winding and pulling machine 9 adopts a 380v winding engine.
The positioning rod 10 adopts a screw rod with the diameter of 16 mm.
The inner brace 11 is made of H-shaped steel with the specification of 100 multiplied by 6 multiplied by 8.
The inner stay 12 is made of a screw rod with a diameter of 16 mm.
The hanging ring 13 is formed by rolling a steel bar with the diameter of 10mm, and the diameter of the hanging ring is 10 cm.
The connecting end plate 14 and the inner supporting plate 16 are made of steel plates with the thickness of 1 mm.
The stay cable 15 is a wire cable with a diameter of 10 mm.
The wedge-shaped plug 17 is trapezoidal in cross section.
The limiting stirrup 18 is formed by welding steel plates with the thickness of 1 mm.
The auxiliary supporting plate 19 is made of a steel plate with the thickness of 2 mm.
The connecting convex falcon 20 is 2cm in width and 2cm in height.
The positioning bolt 21 is made of a screw rod with the diameter of 16mm and a bolt with the inner diameter of 16 mm.
Claims (2)
1. Steel guardrail concrete base inlet for stom water recovery formula regularization mould, its characterized in that: comprises a box girder (5), a supporting end rod (8), an inner supporting rod (12), an inner supporting plate (16) and a wedge-shaped plug plate (17); an end rod bottom plate (6) and a flexible joint layer (7) are laid on the upper portion of the box girder (5), a supporting end rod (8) is arranged on the end rod bottom plate (6), and a bottom transverse mold (3) is arranged on the flexible joint layer (7); a rolling and pulling machine (9) and a position adjusting rod (10) are arranged on the supporting end rod (8), an inner supporting rod (12), a lifting ring (13) and a connecting end plate (14) are arranged on the inner supporting column (11), the rolling and pulling machine (9) is connected with the lifting ring (13) through a stay cable (15), and the connecting end plate (14) is connected with the supporting end rod (8) through the position adjusting rod (10); one end of the inner supporting rod (12) is provided with an inner supporting plate (16), and the inner supporting plate (16) is connected with a wedge-shaped plug plate (17); the two ends of the bottom transverse mold (3) are provided with a base side mold (4) and a side vertical mold (2), the top of the side vertical mold (2) is provided with a top transverse mold (1), an inner supporting plate (16) and a wedge-shaped plug plate (17) are connected with the top transverse mold (1), the bottom transverse mold (3) and the side vertical mold (2), and the positions of the top transverse mold (1), the bottom transverse mold (3) and the side vertical mold (2) are adjusted and controlled through a positioning bolt (21) and a limiting stirrup (18).
2. The steel guardrail concrete base inlet for stom water recovery formula regularization mould of claim 1, characterized in that: the cross section of the wedge-shaped plug plate (17) is trapezoidal; the top transverse mould (1), the bottom transverse mould (3) and the side vertical mould (2) adopt steel moulds or alloy moulds, the top transverse mould (1), the bottom transverse mould (3) and the side vertical mould (2) are connected with the wedge-shaped plug plate (17) to form a connection inclined plane, and the side vertical mould (2) is connected with the top transverse mould (1) and the bottom transverse mould (3) to form an auxiliary supporting plate (19) and a connection convex tenon (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920286342.2U CN211498484U (en) | 2019-03-06 | 2019-03-06 | Steel guardrail concrete base inlet for stom water recovery formula regularization mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920286342.2U CN211498484U (en) | 2019-03-06 | 2019-03-06 | Steel guardrail concrete base inlet for stom water recovery formula regularization mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211498484U true CN211498484U (en) | 2020-09-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920286342.2U Active CN211498484U (en) | 2019-03-06 | 2019-03-06 | Steel guardrail concrete base inlet for stom water recovery formula regularization mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211498484U (en) |
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2019
- 2019-03-06 CN CN201920286342.2U patent/CN211498484U/en active Active
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