CN217733684U - Side ditch pouring construction device - Google Patents

Abstract

The utility model discloses a construction equipment is pour to side ditch, construction assembly including a plurality of end to end connections, each construction assembly all includes the horizon bar and a plurality of arc vaulting pole of two relative settings, 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 perpendicularly with the both ends of connecting rod respectively. The utility model discloses have processing simple manufacture, concrete placement construction convenient operation is swift, and is safe firm, repeatedly usable.

Description

Side ditch pouring construction device

Technical Field

The utility model belongs to the building field, concretely relates to side ditch concreting construction equipment.

Background

The side ditch for greening and agriculture and forestry irrigation in municipal administration, gardens and road engineering is a conventional uncovered inverted trapezoidal groove body, and the construction mode is that the prefabricated rectangular cover plates are arranged and laid in sequence and then are subjected to asphalt crack pouring. The existing construction mode of arranging and laying the prefabricated cover plates in sequence is time-consuming and labor-consuming, high in construction cost, easy to crack and seep water and unsmooth in water flow at plate joints due to aging factors of asphalt, capable of causing rework treatment and water resource waste, and not in line with safe and energy-saving construction requirements.

Disclosure of Invention

Not enough to above-mentioned prior art exists, the utility model provides a construction equipment is pour to side ditch.

The utility model discloses a realize through 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 two relative horizontal poles that set up and a plurality of arc vaulting pole, be equipped with the connecting rod that a plurality of intervals set up between two horizontal poles, the arc vaulting pole is vertical to be set up 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.

Furthermore, 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.

Further, the outer wall of arc vaulting pole is equipped with the arc template that the radian matches, the outer wall of horizon bar is equipped with the protection template of adaptation.

Further, the horizontal rod is angle steel.

The utility model has the advantages that the utility model provides a side ditch pouring construction device, which has the advantages of simple processing and manufacture, convenient and fast operation of concrete pouring construction, safety, stability, repeated use, capability of being integrally formed and seamlessly connected, avoiding the side ditch water seepage reworking treatment, reducing the construction cost and improving the 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 ditches are low in construction efficiency, easy to seep water, need to be reworked and treated, 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 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-shaped 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-shaped 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 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 rod may be an angle steel.

The utility model discloses a manufacturing process includes:

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 poured concrete, cutting angle steel with corresponding length (corresponding length), and symmetrically and horizontally arranging the angle steel at certain intervals (corresponding to the inner diameter and the width of the upper part of the side ditch), wherein the inner angles of the two angle steels are relatively used as two horizontal rods 2 and 2';

2) According to the inner angle distance size (corresponding to the width of the upper part of the designed side ditch) 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) 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 support rod 3 to the lower sides of two ends of each connecting rod 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 be used as a vertical support bar 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 outer wall radian of arc vaulting pole 3, roll up the steel sheet (thickness 3 ~ 12 millimeters) that system and its radian match as arc template 10, weld at the outer wall of arc vaulting pole 3, cut the multistage steel sheet simultaneously and regard as protection template 11, both ends and the lateral wall welding of horizon bar 2, 2', accomplish promptly the utility model discloses a device is pour to the side ditch's processing preparation.

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 meters 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 of length concrete is poured for curing time, a constructor knocks loose to take away the wedge iron, pulls and pulls away the L-shaped inserted rod 6, knocks the arc-shaped template 10 and the inner side of the protection template 11 (so as to be convenient for demoulding), and integrally pushes the connecting rod 4 and the arc-shaped stay rod 3 of the side ditch pouring device forwards, so that the arc-shaped template 10 and the protection template 11 are separated 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 modifications and equivalents may be made by those skilled in the art in light of the teachings of the present disclosure to achieve the same purpose, and should be construed as within the scope of the present disclosure.

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 two relative horizontal poles that set up and a plurality of arc vaulting pole, be equipped with the connecting rod that a plurality of intervals set up between two horizontal poles, the arc vaulting pole is vertical to be set up 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 each arc-shaped support rod is provided with an arc-shaped template with matched radian, and the outer wall of each horizontal rod is provided with an adaptive protective template.

6. The gutter construction device according to claim 1, wherein the horizontal bar is an angle iron.

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