CN115125799A - Construction equipment is pour to side ditch - Google Patents
Construction equipment is pour to side ditch Download PDFInfo
- Publication number
- CN115125799A CN115125799A CN202210590617.8A CN202210590617A CN115125799A CN 115125799 A CN115125799 A CN 115125799A CN 202210590617 A CN202210590617 A CN 202210590617A CN 115125799 A CN115125799 A CN 115125799A
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- Prior art keywords
- arc
- rod
- construction
- shaped
- connecting rod
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
- E01C19/4886—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ for forming in a continuous operation kerbs, gutters, berms, safety kerbs, median barriers or like structures in situ, e.g. by slip-forming, by extrusion
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Sewage (AREA)
Abstract
The invention discloses a side ditch pouring construction device which comprises a plurality of construction assemblies connected end to end, wherein each construction assembly comprises two horizontal rods arranged oppositely and a plurality of arc-shaped support rods, a plurality of connecting rods arranged at intervals are arranged between the two horizontal rods, the arc-shaped support rods are vertically arranged at the bottoms of the connecting rods, and the two ends of each arc-shaped support rod are respectively and vertically connected with the two ends of each connecting rod. The invention has the advantages of simple processing and manufacturing, convenient and fast concrete pouring construction operation, safety, stability and repeated use.
Description
Technical Field
The invention belongs to the field of buildings, and particularly relates to a side ditch pouring construction device.
Background
The side ditch for irrigation of greening and agriculture and forestry in municipal, garden and road engineering is a conventional uncovered inverted trapezoidal groove body, and the construction mode is that prefabricated rectangular cover plates are sequentially arranged and paved and then are grouted by asphalt. The existing construction mode of arranging and paving the prefabricated cover plates in sequence is adopted, the mode is time-consuming and labor-consuming and high in construction cost, the phenomena of cracking, water seepage and unsmooth water flow are easy to occur at plate joints due to aging factors of asphalt, rework treatment and water resource waste are caused, and the construction mode is not in accordance with safe and energy-saving construction requirements.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a side ditch pouring construction device.
The invention is realized by the following technical scheme.
The utility model provides a construction equipment is pour to side ditch, its characterized in that, the device includes the construction subassembly of a plurality of end to end connections, and each construction subassembly all includes the horizon bar of two relative settings and a plurality of arc vaulting pole, be equipped with the connecting rod that a plurality of intervals set up between two horizon bars, the vertical setting of arc vaulting pole is in the bottom of connecting rod to both ends are connected with the both ends of connecting rod are perpendicular respectively.
And furthermore, adjacent construction assemblies are connected through a connecting assembly, and the connecting assembly comprises a connecting sleeve arranged at one end of the horizontal rod and an L-shaped insert rod inserted into the connecting sleeve on the adjacent horizontal rod.
Further, the adjacent arc-shaped support rods are connected through the bottom support rod.
Furthermore, a vertical support rod is arranged between the middle part of the inner wall of the arc-shaped support rod and the middle part of the connecting rod, and a plurality of inclined support rods are arranged between two sides of the inner wall of the arc-shaped support rod and the middle part of the connecting rod.
Furthermore, the outer wall of the arc-shaped supporting rod is provided with an arc-shaped template matched with the radian, and the outer wall of the horizontal rod is provided with a protection template matched with the outer wall of the horizontal rod.
Further, the horizontal rod is angle steel.
The side ditch pouring construction device has the advantages that the side ditch pouring construction device is simple to machine and manufacture, convenient and fast to operate in concrete pouring construction, safe, stable and reusable, can be integrally formed and connected in a seamless mode, avoids water seepage rework treatment of side ditches, reduces construction cost and improves construction efficiency; the method is suitable for concrete pouring construction of semicircular arc-shaped side ditches with various specifications and inner diameters, and solves the construction problems that the existing side ditch is low in construction efficiency, water seepage is easy, rework treatment is needed, and water resource waste is caused.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a side view of fig. 1.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-2, a gutter pouring construction device comprises a plurality of construction assemblies 1 connected end to end, wherein each construction assembly 1 comprises two horizontal rods 2 and 2' arranged oppositely and a plurality of arc-shaped support rods 3; a plurality of connecting rods 4 arranged at intervals are arranged between the two horizontal rods 2 and 2 ', one end of each connecting rod 4 is connected with the horizontal rod 2, and the other end of each connecting rod 4 is connected with the horizontal rod 2'; arc vaulting pole 3 is semicircle arc pole, and the vertical setting of arc vaulting pole 3 is in the bottom of connecting rod 4 to both ends are connected with the both ends of connecting rod 4 are perpendicular respectively.
Further, the end-to-end connection of a plurality of construction assemblies 1 is realized by a connection assembly which is arranged between adjacent construction assemblies 1 and comprises a connection sleeve 5 arranged at one end of a horizontal rod and an L-shaped inserted rod 6 inserted in the connection sleeve on the adjacent horizontal rod.
Further, adjacent arc-shaped support rods 3 are connected through bottom support rods 7, and the bottom support rods 7 can be arranged in parallel.
Furthermore, a vertical support rod 8 is arranged between the middle part of the inner wall of the arc support rod 3 and the middle part of the connecting rod 4, and a plurality of inclined support rods 9 are arranged between two sides of the inner wall of the arc support rod 3 and the middle part of the connecting rod 4. Specifically, one end of each of the inclined support rods 9 is fixedly connected with the middle part of the connecting rod 4, and the other end of each of the inclined support rods is fixedly connected with two sides of the inner wall of the arc-shaped support rod 3 at intervals; the outer wall of arc vaulting pole 3 is equipped with the arc template 10 that the radian matches, and the outer wall of horizon bar is equipped with the protection template 11 of adaptation.
Further, the horizontal bar may be an angle steel.
The manufacturing process of the invention comprises the following steps:
1) according to the requirements of designing the inner diameter size of the semicircular arc-shaped side ditch and the length size of the sectional casting concrete, cutting angle steel with corresponding length (corresponding length), symmetrically and horizontally arranging the angle steel at a certain distance (corresponding to the inner diameter and the width of the upper part of the side ditch), and enabling the inner angles of the two angle steel to be oppositely used as two horizontal rods 2 and 2';
2) according to the distance size (corresponding to the width of the upper part of the designed side ditch) of the inner angles of the two set angle steels, cutting and welding a plurality of steel pipes (or steel bars) which are arranged at intervals (each interval is 500-900 mm) to be used as connecting rods 4;
3) a plurality of semicircular arc-shaped stay bars 3 are roasted and processed according to the designed inner diameter size of the semicircular arc-shaped side ditch;
4) vertically welding two ends of each arc-shaped stay bar 3 to the lower sides of two ends of each connecting bar 4 respectively;
5) a plurality of steel pipes (or steel bars) are cut according to the radius size of the designed semi-circular arc-shaped side ditch, and are respectively and vertically welded between the middle position of the connecting rod 4 and the middle position of the arc-shaped stay bar 3 to serve as vertical support rods 8, and inclined stay bars 9 are welded between the two sides of the inner wall of the arc-shaped stay bar 3 and the middle part of the connecting rod 4;
6) two or more steel pipes (or steel bars) are horizontally and symmetrically welded between the same positions near the two sides of the middle part of the bottom of the adjacent arc-shaped support rods 3 to serve as bottom support rods 7, so that an integral stabilizing device is formed;
7) processing the construction assemblies in batches;
8) one end of each horizontal rod 2 and 2' of each construction assembly is welded with a section of steel pipe along the length direction of the rod to be used as a connecting sleeve 5 (used for plug-in connection among the construction assemblies);
9) processing a plurality of L-shaped steel bars matched with the inner diameter of the connecting sleeve 5 to be used as L-shaped inserted rods 6;
10) according to the radian of the outer wall of the arc-shaped support rod 3, a steel plate (3-12 mm in thickness) matched with the radian of the arc-shaped support rod is rolled to serve as an arc-shaped template 10 and is welded to the outer wall of the arc-shaped support rod 3, meanwhile, a plurality of sections of steel plates are cut to serve as protective templates 11, and two ends of the steel plates are welded to the outer side walls of the horizontal rods 2 and 2', so that the side ditch pouring device is machined and manufactured.
The using method comprises the following steps: tamping the base layer of the designed semi-circular arc-shaped side ditch and plastering the cushion layer; fixedly arranging 60-90 mm cubic cushion blocks at the central line position of the bottom of the arc-shaped side ditch at intervals of 3-5 m to leave space for pouring and pouring fine aggregate concrete; according to the planned concrete pouring length, coating the outer sides of an arc-shaped template 10 and a protective template 11 of construction components of a plurality of sections of required side ditch pouring devices with a separant, then placing the side ditch construction components between cushion layers and cushion blocks of side ditches, inserting the construction components among the sections of construction components into a connecting sleeve 5 through a plurality of L-shaped inserting rods 6 to form an integral device, and fixing the integral device by adopting a wedge iron after adjusting and positioning; pouring fine stone concrete in the space formed by the outer sides of the arc-shaped templates 10 and the protective templates 11 and the cushion layers and the cushion blocks (construction joint seams need to be reserved after the pouring of the tail section concrete is finished so as to facilitate the pouring and connection of the lower section of side ditch concrete); after the first-section length pouring concrete reaches the curing time, a constructor loosens the first-section length pouring concrete to take away from the wedge iron, pulls the first-section length pouring concrete away from the L-shaped inserted rod 6, knocks the arc-shaped template 10 and the protection template 11 (so as to facilitate demolding), and integrally pushes the connecting rod 4 and the arc-shaped support rod 3 of the side ditch pouring device forwards to separate the arc-shaped template 10 and the protection template 11 from the formed full-length pouring side ditch; cleaning the outer sides of an arc-shaped template 10 and a protective template 11 of the disassembled side ditch pouring device, coating a separant, and then placing the side ditch pouring device between a cushion layer and a cushion block of a side ditch reserved at a tail section; and according to the operation steps, completing the pouring construction of the full-length concrete of the project engineering side ditch by analogy in sequence.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention. It should be noted that other equivalent modifications can be made by those skilled in the art in light of the teachings of the present invention, and all such modifications can be made as are within the scope of the present invention.
Claims (6)
1. The utility model provides a construction equipment is pour to side ditch, its characterized in that, the device includes the construction subassembly of a plurality of end to end connections, and each construction subassembly all includes the horizon bar of two relative settings and a plurality of arc vaulting pole, be equipped with the connecting rod that a plurality of intervals set up between two horizon bars, the vertical setting of arc vaulting pole is in the bottom of connecting rod to both ends are connected with the both ends of connecting rod are perpendicular respectively.
2. The gutter construction device according to claim 1, wherein adjacent construction assemblies are connected by a connecting assembly, the connecting assembly comprises a connecting sleeve arranged at one end of the horizontal rod, and an L-shaped insert rod inserted into the connecting sleeve on the adjacent horizontal rod.
3. The gutter pouring construction device according to claim 1, wherein adjacent arc-shaped support rods are connected through bottom support rods.
4. The gutter pouring construction device according to claim 1, wherein a vertical support rod is arranged between the middle part of the inner wall of the arc-shaped support rod and the middle part of the connecting rod, and a plurality of inclined support rods are arranged between two sides of the inner wall of the arc-shaped support rod and the middle part of the connecting rod.
5. The gutter pouring construction device according to claim 1, wherein the outer wall of the arc-shaped stay bar is provided with arc-shaped templates with matched radian, and the outer wall of the horizontal rod is provided with adaptive protective templates.
6. The gutter construction device according to claim 1, wherein the horizontal bar is an angle iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210590617.8A CN115125799A (en) | 2022-05-26 | 2022-05-26 | Construction equipment is pour to side ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210590617.8A CN115125799A (en) | 2022-05-26 | 2022-05-26 | Construction equipment is pour to side ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115125799A true CN115125799A (en) | 2022-09-30 |
Family
ID=83377202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210590617.8A Pending CN115125799A (en) | 2022-05-26 | 2022-05-26 | Construction equipment is pour to side ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115125799A (en) |
-
2022
- 2022-05-26 CN CN202210590617.8A patent/CN115125799A/en active Pending
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