CN215904679U

CN215904679U - Water area emergency platform bow stern box structure

Info

Publication number: CN215904679U
Application number: CN202122340985.0U
Authority: CN
Inventors: 张利荣; 吴志刚; 胡继峰; 齐建飞; 王晖
Original assignee: China Aneng Construction Group Co ltd; China Energy Group Second Engineering Bureau Co ltd
Current assignee: China Aneng Construction Group Co ltd; China Energy Group Second Engineering Bureau Co ltd
Priority date: 2021-09-27
Filing date: 2021-09-27
Publication date: 2022-02-25
Anticipated expiration: 2031-09-27

Abstract

A bow-stern box structure of a water area emergency platform belongs to the technical field of emergency rescue and disaster relief, and comprises a deck, side plates, inclined end plates, a single lug connector, double lug connectors and supporting pieces, wherein the parts are welded to form the whole bow-stern box. The deck is a top structure of a fore-and-aft box, the side plates are provided with a pair and are respectively positioned at two sides of the fore-and-aft box, the front end of the fore-and-aft box is provided with an inclined end plate, and the length of the bottom plate is obviously shorter than that of the deck. When the fore-aft box is in butt joint with a conventional standard box, the unie joints and the double-lug joints which are uniformly distributed in a staggered mode are in butt joint, and then the unie joints and the double-lug joints which are in butt joint are fastened by using pins, so that the butt joint of the fore-aft box and the standard box is completed. And supporting pieces are arranged in the bow and stern boxes and play roles in connection and reinforcement.

Description

Water area emergency platform bow stern box structure

Technical Field

The utility model belongs to the technical field of emergency rescue and disaster relief, and particularly relates to a bow and stern box structure of a water area emergency platform.

Background

Various water vehicles are needed in water area emergency operation, and for the engineering operation of water area emergency, the common water vehicles are naturally difficult to meet the requirements, and a large-scale water platform is needed to bear engineering machinery. However, large water platforms are necessarily of a split-mount construction, otherwise they cannot be transported. At present, some assembly type water platform products exist in related industries, in an assembly type platform structure, a part of structure is certainly close to a shoal and a water bank, at the moment, a module which can be close to the water bank is needed to be assembled at the edge part of the water platform, generally, the module is called a bow-stern structure, and the utility model provides a usable bow-stern box structure.

Disclosure of Invention

The utility model provides a fore and aft box structure of a water area emergency platform, which aims to solve the problems in the background technology.

The technical problem solved by the utility model is realized by adopting the following technical scheme:

a bow-stern box structure of a water area emergency platform comprises a deck, side plates, inclined end plates, a single lug connector, double lug connectors and supporting pieces, wherein the parts are welded to form the whole bow-stern box.

The deck is a top structure of a fore-and-aft box, the side plates are provided with a pair and are respectively positioned at two sides of the fore-and-aft box, the front end of the fore-and-aft box is provided with an inclined end plate, and the length of the bottom plate is obviously shorter than that of the deck. When the bow and stern boxes are butted with a conventional standard box (the standard box is a cuboid box body without an inclined end plate and is used for the middle part of an underwater platform), the unilaterally and uniformly distributed unilaterally and the double-lug joints are butted with each other, and then the butted unilaterally and double-lug joints are fastened by using pins, so that the butt joint of the bow and stern boxes and the standard box is completed.

And supporting pieces are arranged in the bow and stern boxes and play roles in connection and reinforcement. The supporting piece comprises a cross beam, a reinforcing beam, a long angle material, a short angle material, an oblique beam and a vertical beam, wherein the cross beam is connected with a single lug joint and a double lug joint which are oppositely arranged from the transverse direction, of course, the cross beam is welded with the bottom of the deck, and the reinforcing beam is connected with two adjacent cross beams from the longitudinal direction to play a role in reinforcing. The top and bottom circumference of the fore-aft case are connected by long angle material or short angle material, the adjacent single ear joint and double ear joint are connected by long angle material through welding, the end joint is connected with the apex angle of the fore-aft case by short angle material, at this time, several short angle materials in different directions are butt jointed at the apex angle, the inner side of the oblique end plate is connected and strengthened by oblique beam, and the vertical beam is used for connecting the upper and lower opposite single ear joint and double ear joint at the inner side of the side plate.

Furthermore, the inclination angle of the inclined end plate is designed according to the angle of a shoal during water operation.

Furthermore, antislip strips are uniformly distributed on the outer surface of the deck, so that friction force is increased, operating personnel or engineering machinery are prevented from slipping on the deck, and danger is avoided.

Furthermore, the cross beam, the reinforcing beam and the vertical beam are welded T-shaped sections.

The utility model has the beneficial effects that:

the utility model is used for water emergency rescue and disaster relief, and after the bow and stern box is equipped for the water disaster relief operation platform, the water operation platform can easily approach to the water bank, so that the personnel can conveniently climb on the platform and transfer equipment and materials to the water platform for water supply operation.

Drawings

FIG. 1 is a schematic view of the present invention;

FIG. 2 is a front view of the present invention;

FIG. 3 is an internal schematic view of the present invention;

in the figure: 10. deck, 11 antislip strips, 20 side plates, 30 oblique end plates, 40 monaural joints, 50 binaural joints, 60 supports, 61 cross beams, 62 reinforcing beams, 63 long angle bars, 64 short angle bars, 65 oblique beams and 66 vertical beams.

Detailed Description

To facilitate an understanding of the utility model, the utility model will now be described more fully with reference to the accompanying drawings. Preferred embodiments of the present invention are shown in the drawings. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.

Referring to fig. 1-3, the structure of the bow and stern box of the water area emergency platform comprises a deck 10, side plates 20, inclined end plates 30, a single lug joint 40, a double lug joint 50 and a support 60, which are welded to form the whole bow and stern box.

The deck 10 is a top structure of a fore-and-aft box, the side plates 20 are provided with a pair and are respectively positioned on two sides of the fore-and-aft box, the front end of the fore-and-aft box is provided with an inclined end plate 30, and the inclination angle of the inclined end plate 30 is designed according to the angle of a shoal during water operation. Certainly, as a part of the above-water work platform, the fore-aft box should be sealed, and the fore-aft box further has a bottom plate and a tail plate structure, and considering that the bottom plate and the tail plate have simpler structures, a person skilled in the art can easily realize the structure according to the drawings in the description of the application, and therefore the description of the embodiment is omitted. It should of course be added that the length of the bottom plate should obviously be shorter than the length of the deck 10.

Antislip strips 11 are uniformly distributed on the outer surface of the deck 10, so that friction is increased, the operating personnel or engineering machinery is prevented from slipping on the deck 10, and danger is avoided.

The periphery of the upper side and the three sides of the lower side of the fore-and-aft box are alternately and uniformly distributed with a plurality of monaural joints 40 and double-lug joints 50, the bottom edge of the inclined end plate 30 can not be connected, so joints are not needed to be arranged, when the fore-and-aft box is butted with a conventional standard box (the standard box is a cuboid box body without an inclined end plate and is used for the middle part of an underwater platform), the monaural joints 40 and the double-lug joints 50 which are uniformly distributed in a staggered mode are butted with each other, and then the monaural joints 40 and the double-lug joints 50 which are butted are fastened by using pins, so that the butt joint of the fore-and-aft box and the standard box is completed.

The support 60 is arranged in the bow and stern box, and the support 60 plays a role in connection and reinforcement. The supporting member 60 comprises a cross beam 61, a reinforcing beam 62, a long angle 63, a short angle 64, a diagonal beam 65 and a vertical beam 66, wherein the cross beam 61 transversely connects the oppositely arranged monaural joint 40 and the binaural joint 50, of course, the cross beam 61 is also welded with the bottom of the deck 10, and the reinforcing beam 62 longitudinally connects two adjacent cross beams 61 and plays a role of reinforcement. The top and bottom circumference of the fore-aft case are connected by long angle bar 63 or short angle bar 64, the adjacent single ear joint 40 and double ear joint 50 are connected by long angle bar 63 through welding, the end joint is connected with the top angle of the fore-aft case by short angle bar 64, at this time, there are several short angle bars 64 in different directions butt joint at the top angle, the inner side of the oblique end plate 30 is connected and strengthened by oblique beam 65, the upper and lower opposite single ear joint 40 and double ear joint 50 are connected by vertical beam 66 inside the side plate 20, the beam 61, the strengthening beam 62 and the vertical beam 66 are welded T-shaped bar.

Of course, it should be added that, in order to ensure sufficient strength of the fore-aft casing, the support members 60 may be arranged densely according to actual needs, and other reinforcing structures may be added, and those skilled in the art can easily implement the present embodiment.

It should be noted that all the outer surface welds of the fore and aft casing should be sealed. After welding, necessary airtight tests should be carried out on the fore-aft box, so that the tightness of the fore-aft box is ensured, and the anti-sinking capability of the fore-aft box is confirmed.

The working principle of the utility model is as follows: a plurality of fore-aft boxes are welded according to the attached drawings and specifications, and according to the requirements of the area of an operation water area and the operation type, a proper number of fore-aft boxes are butted at the outermost side of the water platform or one side close to a shoal, so that the water platform can be close to the water bank, and equipment can be conveniently conveyed to the water platform for subsequent operation.

The above embodiments mainly describe the fore and aft box structure of the water area emergency platform of the utility model. While only a limited number of embodiments and features have been described, those skilled in the art will recognize that the utility model can be embodied in many other forms without departing from the spirit or scope thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, and various modifications and alternative arrangements may be devised without departing from the spirit and scope of the present invention as defined by the appended claims.

Claims

1. A water area emergency platform bow-stern box structure comprises a deck (10), side plates (20), inclined end plates (30), a single lug connector (40), a double lug connector (50) and a support (60), and is characterized in that the parts are welded to form the whole bow-stern box, the deck (10) is the top structure of the bow-stern box, the side plates (20) are provided with a pair of parts which are respectively positioned at two sides of the bow-stern box, the front end of the bow-stern box is provided with the inclined end plates (30), a plurality of the single lug connectors (40) and the double lug connectors (50) are alternately and uniformly distributed on the periphery and the three sides of the upper side of the bow-stern box, the support (60) is arranged in the bow-stern box, the support (60) comprises a cross beam (61), a reinforcing beam (62), a long angle material (63), a short angle material (64), an inclined beam (65) and a vertical beam (66), the cross beam (61) is transversely connected with the single lug connectors (40) and the double lug connectors (50) which are oppositely arranged, the reinforcement beam (62) is longitudinally connected with two adjacent cross beams (61), the top and the bottom periphery of the fore-and-aft case are connected by using long angle materials (63) or short angle materials (64), the adjacent monaural joint (40) and the binaural joint (50) are connected by using the long angle materials (63) through welding, the most end joint is connected with the top angle of the fore-and-aft case by using the short angle materials (64), the short angle materials (64) in different directions are butted at the top angle, the inner side of the oblique end plate (30) is connected and reinforced by using an oblique beam (65), and the vertical beam (66) is used for connecting the upper and the lower opposite monaural joint (40) and the binaural joint (50) at the inner side of the side plate (20).

2. The structure of fore and aft box of water area emergency platform as claimed in claim 1 wherein the angle of inclination of said inclined end plate (30) is designed according to the angle of shoal during water operation.

3. The structure of the fore and aft box of the water area emergency platform as claimed in claim 1, wherein the outer surface of the deck (10) is evenly distributed with anti-slip strips (11) to increase friction force and prevent operators or engineering machinery from slipping on the deck (10).

4. The structure of fore and aft box of water area emergency platform as claimed in claim 1 wherein said cross beam (61), stiffening beam (62) and vertical beam (66) are welded T-shaped.