CN211171519U - Cast-in-situ drainage ditch sliding formwork - Google Patents
Cast-in-situ drainage ditch sliding formwork Download PDFInfo
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- CN211171519U CN211171519U CN201921144701.7U CN201921144701U CN211171519U CN 211171519 U CN211171519 U CN 211171519U CN 201921144701 U CN201921144701 U CN 201921144701U CN 211171519 U CN211171519 U CN 211171519U
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Abstract
The utility model relates to a cast-in-situ drainage ditch sliding formwork, which comprises an operation platform, a side steel mould, a bottom steel mould, a hinged ear plate, a hinged bolt hole, a transverse connecting support rod, a vertical connecting support rod, a double-opening rotating shaft, an anchor bolt and an attached vibrator; the center positions of the operating platform, the side steel mould and the bottom steel mould are respectively provided with a hinged ear plate, the hinged ear plates are provided with hinged bolt holes, two ends of the transverse connecting support rod and the vertical connecting support rod are provided with hinged bolt holes, the transverse connecting support rod is used for fixedly hinging the side steel mould, and the vertical connecting support rod is used for fixedly hinging the bottom steel mould and the operating platform to form a steel membrane hinged inner support frame; and a double-opening rotating shaft is arranged between the operating platform and the side steel die and between the side steel die and the bottom steel die and is connected with the operating platform through anchor bolts in an anchoring manner. The utility model has the advantages that: the utility model discloses a cast-in-place escape canal slipform is the integral regularization steel mould that the spelling formed, built-in articulated formula support frame, but flexonics transmits the vibration power easily and quick detachable cyclic utilization.
Description
Technical Field
The utility model relates to a escape canal construction equipment especially relates to a cast-in-place escape canal slipform.
Background
In the conventional drainage ditch construction, a formwork method is the most common. The drainage ditch often is one section construction, and the template is demolishd to one section of having under construction, carries out the construction of next section, and what be interrupted like this carries out concrete placement, makes the drainage ditch discontinuous, and the quality can not be guaranteed, and consumes a large amount of manpowers and templates, wastes time and energy, and the efficiency of construction is low. Therefore, the application of the existing sliding mould is more and more extensive, but the sliding of the existing sliding mould is often heavier, the disassembly and the assembly are inconvenient, and the concrete is not vibrated sufficiently.
In summary, a cast-in-place drainage ditch slip form which is convenient to disassemble and assemble and can effectively vibrate concrete is important.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the not enough among the prior art, providing a cast-in-place escape canal slipform.
The cast-in-situ drainage ditch sliding form comprises an operation platform, a side steel mould, a bottom steel mould, a hinged ear plate, a hinged bolt hole, a transverse connecting support rod, a vertical connecting support rod, a double-opening rotating shaft, an anchor bolt and an attached vibrator; the center positions of the operating platform, the side steel mould and the bottom steel mould are respectively provided with a hinged ear plate, the hinged ear plates are provided with hinged bolt holes, two ends of the transverse connecting support rod and the vertical connecting support rod are provided with hinged bolt holes, the transverse connecting support rod is used for fixedly hinging the side steel mould, and the vertical connecting support rod is used for fixedly hinging the bottom steel mould and the operating platform to form a steel membrane hinged inner support frame; double-opening rotating shafts are arranged between the operating platform and the side steel die and between the side steel die and the bottom steel die and are connected in an anchoring mode through anchor bolts; and the attached vibrator is fixed on the side steel die and the bottom steel die through a fixed base.
Preferably, the method comprises the following steps: the transverse connecting supporting rod is perpendicular to the vertical connecting supporting rod.
Preferably, the method comprises the following steps: the attached vibrator mainly comprises a protective cover, an eccentric block, a motor shaft and a fixed base.
The utility model has the advantages that: the cast-in-place drainage ditch sliding formwork designed by the utility model is an integral shaped steel mould formed by assembling, a hinged support frame is arranged in the cast-in-place drainage ditch sliding formwork, and the flexible connection is easy to transmit the vibrating force and is easy to disassemble and recycle; the attached vibrators are arranged at the middle positions of the side steel die and the bottom steel die respectively, so that concrete can be vibrated fully and uniformly, the phenomenon of vibration leakage cannot occur, and the quality of a concrete finished product is improved greatly.
Drawings
FIG. 1 is a schematic illustration of steel form assembly;
FIG. 2 is a schematic view of a steel die hinged inner support frame;
FIG. 3 is a schematic view of a cast-in-place drain slip form;
FIG. 4 is a cross-sectional view of 1-1 of FIG. 3;
fig. 5 is a schematic view of the internal structure of the attachment vibrator.
Description of reference numerals: 1-operating platform; 2-side steel die; 3-bottom steel die; 4-double open shaft; 5-anchor bolt; 6-hinging lug plates; 7-hinge pin hole; 8, transversely connecting the supporting rods; 9-vertical connecting supporting rods; 10-attached vibrator; 11-protective cover; 12-eccentric mass; 13-an electric motor; 14-motor shaft; 15-fixed base.
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.
The cast-in-situ drainage ditch sliding formwork comprises an operation platform 1, a side steel mould 2, a bottom steel mould 3, a hinged ear plate 6, a hinged bolt hole 7, a transverse connecting support rod 8, a vertical connecting support rod 9, a double-opening rotating shaft 4, an anchor bolt 5 and an attached vibrator 10; the center positions of the operating platform 1, the side steel mould 2 and the bottom steel mould 3 are respectively provided with a hinged ear plate 6, the hinged ear plates 6 are provided with hinged bolt holes 7, two ends of the transverse connecting support rod 8 and the vertical connecting support rod 9 are provided with hinged bolt holes 7, the transverse connecting support rod 8 is used for hinging and fixing the side steel mould 2, and the vertical connecting support rod 9 is used for hinging and fixing the bottom steel mould 3 and the operating platform 1 to form a steel membrane hinged inner support frame; the operating platform 1 and the side steel die 2, and the side steel die 2 and the bottom steel die 3 are all provided with double-opening rotating shafts 4 which are connected in an anchoring manner through anchor bolts 5; the attached vibrator 10 is fixed on the side steel die 2 and the bottom steel die 3 through a fixing base 15 and is used for fully vibrating concrete when a drainage ditch is poured.
The transverse connecting support rod 8 is perpendicular to the vertical connecting support rod 9.
The attached vibrator 10 is mainly composed of a protective cover 11, an eccentric block 12, a motor 13, a motor shaft 14 and a fixed base 15.
The cast-in-place escape canal slipform can be trapezoidal or rectangular, the utility model discloses only use trapezoidal escape canal slipform as an example, the construction step is as follows:
firstly, welding a hinged lug plate 6 at the centers of a side steel mould 2 and a bottom steel mould 3, welding the hinged lug plate 6 corresponding to the bottom surface of an operating platform 1, hinging and fixing the side steel mould 2 by using a transverse connecting support rod 8, and hinging and fixing the bottom steel mould 3 and the operating platform 1 by using a vertical connecting support rod 9; then, anchoring and connecting the side steel die 2, the bottom steel die 3, the side steel die 2 and the operating platform 1 by using a double-opening rotating shaft 4 and an anchor bolt 5; the attached vibrators 10 are installed at appropriate positions on the steel form for vibrating the poured concrete, and when several vibrators are used simultaneously, the vibrating frequency must be the same.
Claims (3)
1. A cast-in-place drainage ditch sliding form is characterized by comprising an operation platform (1), a side steel mould (2), a bottom steel mould (3), a hinged lug plate (6), a hinged bolt hole (7), a transverse connecting support rod (8), a vertical connecting support rod (9), a double-opening rotating shaft (4), an anchor bolt (5) and an attached vibrator (10); the center positions of the operating platform (1), the side steel mould (2) and the bottom steel mould (3) are respectively provided with a hinged ear plate (6), the hinged ear plates (6) are provided with hinged bolt holes (7), two ends of the transverse connecting support rod (8) and the vertical connecting support rod (9) are provided with hinged bolt holes (7), the side steel mould (2) is hinged and fixed by the transverse connecting support rod (8), and the bottom steel mould (3) and the operating platform (1) are hinged and fixed by the vertical connecting support rod (9) to form a steel film hinged inner support frame; double-opening rotating shafts (4) are arranged between the operating platform (1) and the side steel die (2) and between the side steel die (2) and the bottom steel die (3) and are connected in an anchoring manner through anchor bolts (5); the attached vibrator (10) is fixed on the side steel die (2) and the bottom steel die (3) through a fixing base (15).
2. A cast-in-place drain sliding form according to claim 1, characterised in that the transverse connecting support bars (8) are perpendicular to the vertical connecting support bars (9).
3. A cast-in-place drain sliding form according to claim 1, characterized in that the attached vibrator (10) is mainly composed of a protective cover (11), an eccentric block (12), an electric motor (13), a motor shaft (14) and a fixed base (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921144701.7U CN211171519U (en) | 2019-07-19 | 2019-07-19 | Cast-in-situ drainage ditch sliding formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921144701.7U CN211171519U (en) | 2019-07-19 | 2019-07-19 | Cast-in-situ drainage ditch sliding formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211171519U true CN211171519U (en) | 2020-08-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921144701.7U Active CN211171519U (en) | 2019-07-19 | 2019-07-19 | Cast-in-situ drainage ditch sliding formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211171519U (en) |
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2019
- 2019-07-19 CN CN201921144701.7U patent/CN211171519U/en active Active
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