CN209080993U - Counter-force grasp structure for the disembarkation of ship unloaders complete machine - Google Patents

Counter-force grasp structure for the disembarkation of ship unloaders complete machine Download PDF

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Publication number
CN209080993U
CN209080993U CN201821440244.1U CN201821440244U CN209080993U CN 209080993 U CN209080993 U CN 209080993U CN 201821440244 U CN201821440244 U CN 201821440244U CN 209080993 U CN209080993 U CN 209080993U
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China
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steel
cross
harbour
fixed
counter
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CN201821440244.1U
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Chinese (zh)
Inventor
王君辉
冯建国
姜宁林
唐宏伟
汪洪祥
李存兴
李博名
钟昕
李军
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CCCC Second Harbor Consultants Co Ltd
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CCCC Second Harbor Consultants Co Ltd
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Abstract

The utility model relates to dock structure technical fields, and more specifically to the counter-force grasp structure debarked for ship unloaders complete machine, the counter-force grasp structure is removably mounted to after harbour along upper, comprising: anchor ear and hang wharf after along upper fixation device;The fixed device includes: cross-brace steel and vertical supporting steel;The cross-brace steel is horizontally installed on Wharf Platform along harbour width, and wharf apron is directed toward in one end of the cross-brace steel, and the other end is located at after harbour along upper;The vertical supporting steel vertically abuts edge after harbour, is fixedly connected after the other end of the upper end insertion cross-brace steel of the vertical supporting steel with cross-brace steel;The anchor ear is fixed on the upper surface of cross-brace steel.The utility model can not only provide the horizontal reacting force supporting point on edge after harbour, additionally it is possible to be adjusted to the position after harbour along horizontal reacting force supporting point.

Description

Counter-force grasp structure for the disembarkation of ship unloaders complete machine
Technical field
The utility model relates to dock structure technical fields, anti-more specifically to debarking for ship unloaders complete machine Power grasp structure.
Background technique
The disembarkation of ship unloaders complete machine is because that can save ship unloaders significant advantage in time in bulk and space on harbour, increasingly It finds broad application in multi-code head, during the disembarkation of ship unloaders complete machine, edge need to provide horizontal reacting force support after harbour.Such as Fig. 1 institute Show, in conventional wharf structure design, along no horizontal reacting force supporting point after harbour.
Existing Normal practice is to shift to an earlier date pre-embedded steel slab in wharf slab or crossbeam, by pre-buried steel before complete machine disembarkation Weld anchor ear on plate forms counter-force support construction.But there are two clear disadvantages for the program: first is strictly to limit unloading mouth Specific location can only construct carrying out complete machine disembarkation with pre-embedded steel slab opposite position, second is pre-embedded steel slab structure and code In header structure there is conflict in original reinforcing bar, affect the construction of original dock structure to a certain extent.
The disembarkation construction of ship unloaders complete machine belongs to the major tasks in the installation of port engineering equipment, by wave, water flow, wind The factors such as speed, the wharf apron depth of water, anchoring arrangement influence, and are needed in complete machine disembarkation construction according to items such as the actual wave streams in scene Part accurately finds construction window, and therefore, unloading mouth position is possible during complete machine is debarked need to be according to actual wave stream in scene etc. Condition is adjusted at any time.It need to be adjusted correspondingly as a result, according to unloading mouth position after harbour along horizontal reacting force supporting point.
Summary of the invention
The technical problem to be solved by the present invention is in view of the drawbacks of the prior art, provide for ship unloaders complete machine The counter-force grasp structure of disembarkation, can not only provide the horizontal reacting force supporting point on edge after harbour, additionally it is possible to after harbour along water The position of power of redressing supporting point is adjusted.
The technical scheme adopted by the utility model to solve the technical problem is as follows: being configured to the anti-of ship unloaders complete machine disembarkation Power grasp structure, the counter-force grasp structure are removably mounted to after harbour along upper, comprising: edge after anchor ear and extension wharf On fixation device;
The fixed device includes: cross-brace steel and vertical supporting steel;
The cross-brace steel is horizontally installed on Wharf Platform along harbour width, and one end of the cross-brace steel is directed toward Wharf apron, the other end are located at after harbour along upper;
The vertical supporting steel vertically abuts edge after harbour, the upper end insertion cross-brace steel of the vertical supporting steel It is fixedly connected after the other end with cross-brace steel;
The anchor ear is fixed on the upper surface of cross-brace steel.
In the present invention, anchor ear is just to provide the supporting point of horizontal reacting force, and fixes device and be used to support anchor ear.Gu Determine device to be fixed at after harbour along upper, when anchor ear provides horizontal reacting force, fixed device is snug against after harbour along upper, Anchor ear is set to be fixed to each other with harbour.Therefore, anchor ear is when ship unloaders complete machine is debarked, so that it may provide stable horizontal reacting force.It is right In fixed device, according to the structure of itself, it is mounted on after harbour along upper, so will entirely consolidate when needing to adjust supporting point Determine device to dismantle from original position, be then fitted on new position.To sum up, the utility model can not only provide code The horizontal reacting force supporting point on edge after head, additionally it is possible to which the position after harbour along horizontal reacting force supporting point is adjusted.
Detailed description of the invention
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the structural schematic diagram of harbour in the prior art;
Fig. 2 is the side structure schematic view of the utility model;
Fig. 3 is the overlooking structure diagram of Fig. 2;
Fig. 4 is that the structural schematic diagram after cross-brace steel is omitted in Fig. 3;
Fig. 5 is the present invention looks up structural representation of Fig. 2, wherein cross-brace steel and vertical fixed steel is omitted;
Fig. 6 is the schematic diagram of the section structure of H profile steel;
Fig. 7 is the schematic diagram of the section structure of channel steel;
Fig. 8 is the structural schematic diagram of ribbed stiffener in the utility model;
In figure: Wharf Platform 1, cross-brace steel 2, vertical fixed steel 3, vertical supporting steel 4, laterally fixed steel 5, diagonal brace steel 6, along 9 after ribbed stiffener 7, anchor ear 8, harbour.
Specific embodiment
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed Illustrate specific embodiment of the present utility model.
As shown in Figure 1, in the prior art, the supporting point of horizontal reacting force can be provided along unspecial setting after harbour, This partial content is described in detail in the background technology, and details are not described herein again.
As shown in Figures 2 and 3, the counter-force grasp structure provided by the utility model for the disembarkation of ship unloaders complete machine, it is described anti- Power grasp structure is removably mounted to after harbour along 9, comprising: fixation device on 9 after anchor ear 8 and hanging wharfs;
The fixed device includes: cross-brace steel 2 and vertical supporting steel 4;
The cross-brace steel 2 is horizontally installed on Wharf Platform 1 along harbour width, one end of the cross-brace steel 2 It is directed toward wharf apron, the other end is located at after harbour along 9;
For the vertical supporting steel 4 vertically after harbour along 9, cross-brace is inserted into the upper end of the vertical supporting steel 4 It is fixedly connected after the other end of steel 2 with cross-brace steel 2;
The anchor ear 8 is fixed on the upper surface of cross-brace steel 2.
Wherein, anchor ear 8 is just to provide the supporting point of horizontal reacting force.Fixed device is used for will be mutual along 9 after anchor ear 8 and harbour Detachable fixation.Cross-brace steel 2 and vertical supporting steel 4 are not fixed between harbour by being placed on after harbour along 9 Connection.
It is fixedly connected after the other end of the upper end insertion cross-brace steel 2 of vertical supporting steel 4 with cross-brace steel 2.It is perpendicular To the upper end of supporting steel 4 on the other end that the insertion point on cross-brace steel 2 is located at cross-brace steel 2, that is to say, that should Central point of the insertion point far from cross-brace steel 2.So the major part of cross-brace steel 2 is all placed on Wharf Platform 1, also It is that the weight of cross-brace steel 2 nearly all acts on Wharf Platform 1.Therefore, fixed device relies on the structure and weight of itself, It can directly hang after wharfing along 9, provide support for anchor ear 8.
Further, as shown in Figures 2 to 4, the fixed device further include: enhance the vertical fixed steel 3 of vertical rigidity;
Vertically along 9 settings, and along its length, upper and vertical supporting steel 4 is fixed after harbour for the vertical fixed steel 3 Connection;
The upper end of the vertical fixed steel 3 is fixedly connected with the other end of cross-brace steel 2.
The effect of the vertical fixed steel 3 is exactly the connection between stronger cross-brace steel 2 and vertical supporting steel 4, And when anchor ear 8 provides horizontal reacting force, make entirely to fix device stronger.
Further, ribbed stiffener 7 is fixedly installed with 2 junction of cross-brace steel in vertical fixed steel 3.
The effect of the ribbed stiffener 7 is that the connection of the vertical fixed steel 3 and cross-brace steel 2 that make is more firm.
As optimal technical scheme, as described in figures 1 and 5, the lower end of the vertical supporting steel 4 is downward along 9 after harbour Extend Wharf Platform 1;
Laterally fixed steel 5 is horizontally arranged in the lower surface of Wharf Platform 1;
One end of the laterally fixed steel 5 is fixedly connected with vertical supporting steel 4.
In the above-mentioned technical solutions, diagonal brace steel 6 is provided between the laterally fixed steel 5 and vertical supporting steel 4;
One end of the diagonal brace steel 6 is fixed on the other end of laterally fixed steel 5;
The other end of the diagonal brace steel 6 is fixed on the lower end of vertical supporting steel 4.
The effect of the laterally fixed steel 5 is, when anchor ear 8 provides horizontal reacting force, to keep vertical supporting steel 4 tight always Along 9 after wharfing.When anchor ear 8 provides horizontal reacting force, anchor ear horizontal reacting force is transmitted to the fixation hung and after wharfed on 9 Device, the horizontal loading acted on the securing means is eccentric load, so that vertical supporting steel 4 is easy to cause to twist.By In the presence of laterally fixed steel 5, when vertical supporting steel 4 will to twist be displaced when, laterally fixed steel 5 can tightly hook code The lower surface of head platform 1, guarantees the stabilization of vertical supporting steel 4.
The diagonal brace steel 6 keeps the connection laterally between fixed steel 5 and vertical supporting steel 4 stronger.
In the above-mentioned technical solutions, as shown in Fig. 6 to 8, the cross-brace steel 2 and vertical fixed steel 3 are H profile steel.
The vertical supporting steel 4, laterally fixed steel 5 and diagonal brace steel 6 are channel steel.
In the above-mentioned technical solutions, being fixedly connected between each component is all welding.
Preferably, the vertical fixed steel 3 is a H profile steel, and the vertical supporting steel 4 is two channel steels;
The outer surface of one side wing edge of the vertical fixed steel 3 abuts after harbour along 9, the inner surface of the side wing edge respectively with The bottom of two vertical supporting steel 4 is fixedly connected.
When anchor ear 8 provides horizontal reacting force, vertical supporting steel 4 is counter to be pushed away after harbour along 9, when ship unloaders complete machine disembarkation and eccentric When the horizontal reacting force of effect generates torsion moment of flexure, vertical supporting steel 4 is easy to move after separate harbour along 9 direction.Due to perpendicular Be fixedly connected in the longitudinal direction with vertical supporting steel 4 to fixed steel 3, and vertical fixed steel 3 in the direction of the width with lateral branch It is fixed to support steel 2, thus when vertical supporting steel 4 will to far from twist after harbour along 9 direction be displaced when, vertically fix steel 3 be to ensure that vertical supporting steel 4 it is stable only wharf after along 9.
In the above-mentioned technical solutions, another end margin of another side wing edge of the vertical fixed steel 3 and cross-brace steel 2 Concordantly.
In the above-mentioned technical solutions, the length of the cross-brace steel 2 is greater than twice of the height of vertical fixed steel 3.
It is fixed with cross-brace steel 2 in the direction of the width due to vertically fixing steel 3, so vertical supporting steel 4 and laterally branch The pad for supportting steel 2 is equal to the height of vertical fixed steel 3 at a distance from another end margin of cross-brace steel 2.It is entirely solid in order to make Determine device can hang wharf after along 9, the pad should as close as possible to the edge of 2 other end of cross-brace steel, so The length for setting cross-brace steel 2 is greater than twice of the vertical height for fixing steel 3.As a result, in the structure of the present embodiment, energy Enough most of weight of guarantee cross-brace steel 2 is after harbour along 9.
In the present embodiment, the upper surface of the Wharf Platform 1 is equipped with cast-in-place surface layer, the cast-in-place surface layer edge shield wheel Bank wouldn't pour.
The utility model solves the problems, such as to reduce pre-buried in harbour face along no horizontal reacting force supporting point after dock structure The construction of steel plate, and it is suitable for the complete machine disembarkation requirement that unloading mouth may need to adjust in real time in the process.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to The specific embodiment stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model Under, many forms can be also made, these are belonged within the protection of the utility model.

Claims (10)

1. a kind of counter-force grasp structure for the disembarkation of ship unloaders complete machine, which is characterized in that the counter-force grasp structure is detachable Formula is mounted on after harbour on (9), comprising: the fixation device after anchor ear (8) and extension wharf on edge (9);
The fixed device includes: cross-brace steel (2) and vertical supporting steel (4);
The cross-brace steel (2) is horizontally installed on Wharf Platform (1) along harbour width, and the one of the cross-brace steel (2) Wharf apron is directed toward at end, and the other end is located at after harbour on (9);
The vertical supporting steel (4) is vertically along (9), the lateral branch of upper end insertion of the vertical supporting steel (4) after harbour It is fixedly connected after supportting the other end of steel (2) with cross-brace steel (2);
The anchor ear (8) is fixed on the upper surface of cross-brace steel (2).
2. the counter-force grasp structure according to claim 1 for the disembarkation of ship unloaders complete machine, which is characterized in that the fixation Device further include: enhance the vertical fixed steel (3) of vertical rigidity;
The vertical fixed steel (3) is vertically arranged after harbour along (9), and upper and vertical supporting steel (4) is solid along its length Fixed connection;
The upper end of the vertical fixed steel (3) is fixedly connected with the other end of cross-brace steel (2).
3. the counter-force grasp structure according to claim 2 for the disembarkation of ship unloaders complete machine, which is characterized in that vertically solid Determine steel (3) and cross-brace steel (2) junction is fixedly installed ribbed stiffener (7).
4. the counter-force grasp structure according to claim 3 for the disembarkation of ship unloaders complete machine, which is characterized in that described vertical The lower end of supporting steel (4) extends downwardly out Wharf Platform (1) along (9) after harbour;
Laterally fixed steel (5) are horizontally arranged in the lower surface of Wharf Platform (1);
The one end of laterally fixed steel (5) is fixedly connected with vertical supporting steel (4).
5. the counter-force grasp structure according to claim 4 for the disembarkation of ship unloaders complete machine, which is characterized in that the transverse direction Diagonal brace steel (6) are provided between fixed steel (5) and vertical supporting steel (4);
One end of the diagonal brace steel (6) is fixed on the other end of laterally fixed steel (5);
The other end of the diagonal brace steel (6) is fixed on the lower end of vertical supporting steel (4).
6. the counter-force grasp structure according to claim 5 for the disembarkation of ship unloaders complete machine, which is characterized in that the transverse direction Supporting steel (2) and vertical fixed steel (3) are H profile steel.
7. the counter-force grasp structure according to claim 6 for the disembarkation of ship unloaders complete machine, which is characterized in that described vertical Supporting steel (4), laterally fixed steel (5) and diagonal brace steel (6) are channel steel.
8. the counter-force grasp structure according to claim 7 for the disembarkation of ship unloaders complete machine, which is characterized in that described vertical Fixed steel (3) are a H profile steel, and the vertical supporting steel (4) is two channel steels;
The outer surface of one side wing edge of the vertical fixed steel (3) abuts after harbour along (9), the inner surface of the side wing edge respectively with The bottom of two vertical supporting steel (4) is fixedly connected.
9. the counter-force grasp structure according to claim 8 for the disembarkation of ship unloaders complete machine, which is characterized in that described vertical Another side wing edge of fixed steel (3) is concordant with another end margin of cross-brace steel (2).
10. the counter-force grasp structure according to claim 9 for the disembarkation of ship unloaders complete machine, which is characterized in that the cross It is greater than to the length of supporting steel (2) twice of the height of vertical fixed steel (3).
CN201821440244.1U 2018-09-04 2018-09-04 Counter-force grasp structure for the disembarkation of ship unloaders complete machine Active CN209080993U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821440244.1U CN209080993U (en) 2018-09-04 2018-09-04 Counter-force grasp structure for the disembarkation of ship unloaders complete machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821440244.1U CN209080993U (en) 2018-09-04 2018-09-04 Counter-force grasp structure for the disembarkation of ship unloaders complete machine

Publications (1)

Publication Number Publication Date
CN209080993U true CN209080993U (en) 2019-07-09

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