CN212175485U - Wharf front anchoring pit - Google Patents

Abstract

The utility model relates to an anchoring hole technical field discloses a pier forward position anchoring hole, including the ground, the fixed pit has been seted up to the ground top, is provided with first drain hole on the fixed pit. An anchoring hook is fixed on the fixing pit. It also includes an anchoring hook guard assembly. The anchoring hook protection component comprises a protection box body and a plurality of cover plates. The protective box body is nested on the anchoring hook and is filled in the fixing pit by concrete. And filling the area outside the protective box body with cement or asphalt to level the ground. The protective box body is provided with concrete, and the second drain hole is connected with the first drain hole. The cover plate covers the protective box body. The cover plate is provided with a lifting part which is convenient to take out. The anchoring hook protection component is level with the ground after being installed. To sum up, the utility model discloses reform transform with low costsly, the construction is simple and easy, and replicability is high, easily promotes, can effectively solve the anchoring hole and expose sunken nothing and cover the potential safety hazard of bringing, is suitable for popularization and application in the upgrading is reformed transform to the anchoring hole.

Description

Wharf front anchoring pit

Technical Field

The utility model belongs to the technical field of anchoring hole technique and specifically relates to a pier frontier anchoring hole.

Background

When the quay crane is used, a quay crane anchoring pit and a windproof pull rod pit need to be arranged for windproof fixation. The existing anchoring pits and wind-proof pull rod pits are exposed for a long time and have no cover. The periphery in the anchoring pit does not influence the anchoring part of the shore bridge and is filled with sand, and a layer of asphalt is covered on the anchoring pit. The current structure has the following problems:

1. although the base is convenient to maintain by filling the sand and the asphalt, the base is long in maintenance period, and the sand is very easy to mix with soil entering a pit by rainwater to block a drainage pipeline.

2. For the past: people are easy to hurt themselves due to sprain, fall and the like of ground personnel without paying attention to the serious accidents that the ground personnel cannot get off in time because feet are blocked in a pit and are impacted by a bridge crane cart occur in the existing wharf.

3. For the passing vehicles: the vehicle passes through from the hole, and it is violent to jolt, has the driver to be injured and the risk of carrying the case spring and dropping to it is great to tire damage.

4. The long-term water accumulation easily causes the base to corrode, and the accumulated sand soil sundries need to be maintained regularly. Great efforts are needed to clean the dirt mud in the anchoring pit every coming typhoon season, so that the optimal wind-proof time is delayed, and unnecessary workload is increased.

In order to avoid long-term exposure of the anchoring pit and the windproof pull rod pit, a scheme of covering an iron plate on the pit is tried, but due to the large stress area, the middle of the heavy-load collecting card is sunken and tilted and displaced easily when passing through, and the large damage to a cart mechanism, passing trailers and personnel is caused. And the weight of the large-area thick cover plate is too large, and the large-area thick cover plate can be lifted up only by the aid of a forklift, so that the windproof speed of the anti-typhoon platform is influenced. There is therefore a need for a solution that is low cost and that can solve the current problems.

Disclosure of Invention

The utility model aims to solve the anchoring pit that uses at present and expose sunken not to cover the potential safety hazard to passing personnel and vehicle that exists for a long time to and long-term ponding easily causes the base to corrode, the problem that needs periodic maintenance such as long-term sandy soil debris. Reform transform the upgrading on its basis originally, provide a pier front edge anchoring hole, this anchoring hole is reformed transform with low costs, and the construction is simple and easy, and reproducibility is high, easily promotes, can effectively solve the exposed sunken potential safety hazard that does not have and cover and bring of anchoring hole. In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model discloses an anchoring pit at the front edge of a wharf, which comprises a foundation, wherein a fixed pit is arranged above the foundation, and a first drainage hole is arranged on the fixed pit; an anchoring hook is fixed on the fixing pit. It also includes an anchoring hook guard assembly.

The anchoring hook protection component comprises a protection box body and a plurality of cover plates. The protective box body is nested on the anchoring hook and is buried in the fixing pit by concrete; and filling the area outside the protective box body with cement or asphalt and the ground. And a second drain hole is formed in the protective box body and connected with the first drain hole. The cover plate covers the upper part of the protective box body, and a lifting part which is used for being conveniently taken out is arranged on the cover plate. The anchoring hook protection component is level with the ground after being installed.

Therefore, the stress area of the cover plate is reduced, the frequent rolling of the trailer can be borne, deformation is avoided, and the cover plate with moderate weight can be easily lifted by two persons.

Furthermore, the surface of the anchoring hook protection component is covered with anti-corrosion paint, and the surface of the cover plate is covered with warning paint.

Furthermore, a plurality of reinforcing ribs are arranged at the bottom of the cover plate.

Furthermore, the upper end of the protection box body is provided with a protection angle steel for protecting surrounding concrete.

Further, the periphery of the embedded part of the protective box body is filled with C35 concrete.

Furthermore, the lifting part on the cover plate is provided with opening holes at two ends of the cover plate.

Furthermore, the protective box body and the cover plate are made of Q235 steel plates.

Further, the cover plate is composed of two L-shaped steel plates.

Further, the first drain hole and the second drain hole are connected by a water pipe.

The utility model discloses an useful part is:

1. the utility model discloses add on original anchoring hole and establish the protection box, nested on the anchoring hook, will protect the region outside the box and fill and level up with ground with concrete or pitch. Thereby reducing the area of the anchoring pit and the stress area of the cover plate. An upper cover plate is covered above the protective box body and is level with the ground. Not only can avoid some long-pending sand soil debris on ground to fall into the hole, bring the ponding that the drainage blockked up the production and the process of mud clearance, but also can avoid the potential safety hazard that some personnel and vehicle brought because of the road surface is uneven.

2. The utility model discloses set the apron to the polylith as required, reduce the weight of monolithic apron, make things convenient for the personnel to need not instruments such as fork truck and can draw.

3. The utility model discloses increase the strengthening rib on the apron, can effectively strengthen the intensity of apron, guarantee can bear the trailer frequently roll indeformable.

Drawings

Fig. 1 is a front view of an anchor pit before modification.

Fig. 2 is a top view of the anchoring pit prior to reconstruction.

Fig. 3 is a schematic structural view of the present invention without a cover plate.

Fig. 4 is a top view of the guard box.

Fig. 5 is a cross-sectional view taken at a-a in fig. 4.

Fig. 6 is a front view of the shield case.

Fig. 7 is a cross-sectional view at B-B in fig. 6.

Fig. 8 is a bottom view of two L-shaped cover plates.

Fig. 9 is a front view of the L-shaped cover plate.

Description of the main component symbols:

1-foundation, 2-fixing pit, 21-first drain hole, 3-anchoring hook, 41-protective box body, 411-second drain hole, 412-protective angle steel, 42-cover plate, 421-reinforcing rib, 422-opening hole and 5-concrete.

Detailed Description

In order to make those skilled in the art better understand the technical solution of the present invention, the present invention is further described in detail with reference to the accompanying drawings and specific embodiments.

As shown in fig. 1-9, the utility model discloses a wharf front anchoring pit, which comprises a foundation 1, a fixed pit 2 is arranged above the foundation 1, and a first drainage hole 21 is arranged on the fixed pit 2; an anchoring hook 3 is fixed on the fixing pit 2. The anchoring hook 3 is sleeved with an anchoring hook protection component. To increase service life, the surface of the anchoring hook protection assembly is covered with a corrosion resistant paint.

The anchoring hook guard assembly includes a guard casing 41 and a plurality of cover plates 42. The protective box body 41 is nested on the anchoring hook 3 and is filled in the fixing pit 2 by C35 concrete 5; the area outside the protective casing 41 is filled with cement or asphalt and the ground. Therefore, the stress area of the cover plate 42 is reduced, the frequent rolling of the trailer can be borne, deformation is avoided, and the cover plate 42 is ensured to be moderate in weight, and two persons can be easily lifted.

The upper end of the protective box 41 is provided with angle bead steel 412 for protecting surrounding concrete. The shielding case 41 is provided with a second drain hole 411, and the second drain hole 411 is connected to the first drain hole 21 by a water pipe.

The cover plate 42 covers the upper part of the protective box body 41, and a plurality of reinforcing ribs 421 are arranged at the bottom of the cover plate 42, so that the strength of the cover plate 42 can be effectively enhanced, and the frequent rolling and deformation of the trailer can be guaranteed. For warning purposes, the cover plate 42 is covered with a warning paint on its surface. The single cover plate 42 is provided at both ends with opening holes 422 for easy removal. The anchoring hook protection component is level with the ground after being installed.

In order to save materials, the material of the protective box body 41 and the cover plate 42 adopts Q235 steel plates with the thickness of 20mm on the land side and Q235 steel plates with the thickness of 10mm on the sea side through calculation.

The cover plate 42 is designed as two L-shaped steel plates according to the shape of the anchoring pit, and the protective casing 41 is matched with the cover plate 42.

To sum up, the utility model discloses reform transform with low costsly, the construction is simple and easy, and replicability is high, easily promotes, can effectively solve the anchoring hole and expose sunken nothing and cover the potential safety hazard of bringing, is suitable for popularization and application in the upgrading is reformed transform to the anchoring hole.

The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the present invention.

Claims (9)

1. A wharf front edge anchoring pit comprises a foundation, wherein a fixed pit is formed above the foundation, and a first drainage hole is formed in the fixed pit; an anchoring hook is fixed on the fixing pit; the method is characterized in that: further comprising an anchoring hook guard assembly;

the anchoring hook protection component comprises a protection box body and a plurality of cover plates; the protective box body is nested on the anchoring hook and is buried in the fixing pit by concrete; filling the area outside the protective box body with cement or asphalt and the ground; a second drain hole is formed in the protective box body and connected with the first drain hole; the cover plate covers the protective box body; the cover plate is provided with a lifting part which is convenient to take out; the anchoring hook protection component is level with the ground after being installed.

2. The dockside anchoring pit of claim 1, wherein: the surface of the anchoring hook protection component is covered with anticorrosive paint; warning paint is covered on the surface of the cover plate.

3. The dockside anchoring pit of claim 1, wherein: and a plurality of reinforcing ribs are arranged at the bottom of the cover plate.

4. The dockside anchoring pit of claim 1, wherein: and the upper end of the protective box body is provided with a protective angle steel for protecting the concrete around.

5. The dockside anchoring pit of claim 1, wherein: the periphery of the protective box body is filled with C35 concrete.

6. The dockside anchoring pit of claim 1, wherein: the lifting part on the cover plate is provided with opening holes at two ends of the cover plate.

7. The dockside anchoring pit of claim 1, wherein: the protective box body and the cover plate are made of Q235 steel plates.

8. The dockside anchoring pit of claim 1, wherein: the cover plate is composed of two L-shaped steel plates.

9. The dockside anchoring pit of claim 1, wherein: the first drain hole is connected with the second drain hole through a water pipe.

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