CN208932776U - A kind of back-covered berthing member mounting device - Google Patents
A kind of back-covered berthing member mounting device Download PDFInfo
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- CN208932776U CN208932776U CN201821320948.5U CN201821320948U CN208932776U CN 208932776 U CN208932776 U CN 208932776U CN 201821320948 U CN201821320948 U CN 201821320948U CN 208932776 U CN208932776 U CN 208932776U
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- berthing member
- suspender
- guide beam
- berthing
- pile cover
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Abstract
The utility model provides a kind of back-covered berthing member mounting device, it includes suspender, shoulder pole girder and guide beam, suspender includes the main beam of front and back two, vertical rack is set to two interior beams of two main beams and two jack stringers positioned at two outside of interior beam, interior beam and main beam limit the rectangle inside casing around outside berthing member, the guide beam includes at least two front end guide beams being located on preceding horizontal girder and the two sides guide beam being located on two jack stringers, front end guide beam and two sides guide beam are close to be elevated the front side and two sides of pile cover, a plurality of isometric wirerope is connected between shoulder pole girder lower part and suspender, shoulder pole girder top system has lifting wirerope to connect with lifting appliance.The utility model structure is simple, and anti-device for hoisting intensity, rigidity, stability are met the requirements, and without carrying out the cutting of pile cover reinforcing bar when use, directly counter can hang in place, guarantee the integrality of structure, be conducive to the monolithic stability of pile cover and berthing member.
Description
Technical field
The utility model relates to the lifting of berthing member used in suspender technical field more particularly to Wharf Construction installations to fill
It sets.
Background technique
According to dock structure situation, berthing member is normally at pile cover lower part, and absolute altitude is lower, and lower part is located at water level for a long time
Below, it is more difficult to cast-in-place construction is carried out, so generally carrying out prefabricated installation.Since the main reinforcement of berthing member and the reinforcing bar of pile cover exist
Intersect.According to the method installation that conventional side enters, pile cover reinforcing bar will be generated with berthing member main reinforcement to conflict, to guarantee that installation is suitable
Benefit need to cut pile cover part reinforcing bar, carry out repair welding again after berthing member is installed.Steel of such method to pile cover
Muscle destroys big, it is more difficult to guarantee welding quality, and welding point is relatively concentrated, it is unfavorable to pile cover overall structure.
Therefore, it is necessary to research and develop a kind of berthing member mounting device, installment work can be made conveniently, safely, fast, and not right
Pile cover or berthing member reinforcing bar carry out cutting damage, are conducive to overall structure quality and construction speed.
Utility model content
The purpose of this utility model is to provide a kind of anti-device for hoisting for being easily installed berthing member, are suitable for section form
For up big and down small berthing member.
To achieve the goals above, the utility model uses following technical scheme: a kind of back-covered berthing member installation
Device comprising: suspender, shoulder pole girder and guide beam, the suspender include the main beam of front and back two, vertical rack set on two main cross
Two interior beams of beam and two jack stringers on the outside of interior beam two, interior beam and main beam are limited around by ship structure
Rectangle inside casing outside part, the guide beam include at least two front end guide beams being located on preceding horizontal girder and are located at two
Two sides guide beam on jack stringer, front end guide beam and two sides guide beam are close to be elevated the front side and two sides of pile cover, shoulder pole
A plurality of isometric wirerope is connected between beam lower part and suspender, shoulder pole girder top system has lifting wirerope to connect with lifting appliance.
Suspender is spliced using fashioned iron, and the side that preceding main beam is contacted with berthing member is welded with front end vertically downward
Steel plate, the side that rear girder is contacted with berthing member are welded with the inclined-plane steel being arranged according to bevel angle on rear side of berthing member
Plate.
The shoulder pole girder is Two bors d's oeuveres formed steel construction, if hinge of leaf spring up and down.
The guide beam be square steel, it is counter hang berthing member when make its be bonded corresponding position pile cover surface rise, guarantee
It is in place accurate.
The utility model is suitable for the anti-installation hung method and carry out variable cross-section berthing member, and the utility model structure is simple, instead
Device for hoisting intensity, rigidity, stability are met the requirements, and own wt is light, without carrying out the cutting of any pile cover reinforcing bar when use,
It directly counter can hang in place, guarantee the integrality of structure, be conducive to the monolithic stability of pile cover and berthing member.The utility model passes through
The up big and down small variable section structure form of berthing member, when lifting, generate upward frictional force to berthing member, reach lifting
Purpose, the lifting method are suitable for the up big and down small berthing member of sectional dimension.
Detailed description of the invention
Fig. 1 is the front view of back-covered berthing member mounting device and berthing member.
Fig. 2 is the lateral plan of back-covered berthing member mounting device and berthing member.
Fig. 3 is the direction view of bowing of suspender and berthing member.
Fig. 4 is the perspective view of main beam before suspender.
Fig. 5 is the perspective view of main beam after suspender.
Fig. 6 is the direction view of bowing of shoulder pole girder.
Fig. 7 is the lateral view of shoulder pole girder.
Fig. 8 is that the berthing member and berthing member before installation install anti-device for hoisting side schematic view in place.
Fig. 9 is that the berthing member and berthing member before installation install anti-device for hoisting front schematic view in place.
Figure 10 is the side schematic view that berthing member is hung to pile cover front end.
Figure 11 is the front schematic view that berthing member is hung to pile cover front end.
Figure 12 is the side schematic view for the underface that berthing member is moved to pile cover preformed hole.
Figure 13 is the front schematic view for the underface that berthing member is moved to pile cover preformed hole.
Figure 14 is guide beam side schematic view in place.
Figure 15 is guide beam front schematic view in place.
Figure 16 is that berthing member is above mentioned to the side schematic view of design position.
Figure 17 is that berthing member is above mentioned to the front schematic view of design position.
Figure 18 is the side schematic view that berthing member is installed that rear berthing member installs anti-device for hoisting decentralization.
Figure 19 is the front schematic view that berthing member is installed that rear berthing member installs anti-device for hoisting decentralization.
Wherein, suspender 1, main beam 1.1, horizontal reacting force beam 1.2, skewback 1.3, stiffener 1.4, vertical panel 1.5, interior
Stringer 1.6, jack stringer 1.7, Two bors d's oeuveres shoulder pole girder 2, lifting lug 2.1, shoulder pole girder stiffener 2.2, front end guide beam 3.1, two sides guiding
Beam 3.2, wirerope 4, berthing member 5, pile cover 6.
Specific embodiment
The back-covered berthing member mounting device of the utility model, suspender, shoulder pole girder and guide beam, such as FIG. 1 to FIG. 3 institute
Show, suspender is spliced using fashioned iron, is set in two of two main beams and is indulged including the main beam 1.1 of front and back two, vertical rack
Beam 1.6 and two jack stringers 1.7 on the outside of interior beam two.Interior beam 1.6 and main beam are limited around berthing member 5
Outer rectangle inside casing.The forced position of suspender is former and later two main beams, and upward counter-force is provided by frictional force.To guarantee
Berthing member does not generate destruction because of the friction of fashioned iron, the side welding steel of fashioned iron.As shown in Figures 4 and 5, preceding main beam
The side contacted with berthing member is welded with front end vertical panel 1.5 vertically downward, what rear horizontal girder was contacted with berthing member
Side is welded with the skewback 1.3 being arranged according to bevel angle on rear side of berthing member.It can be between steel facing and berthing member
Rubber mat plate is further set, to protect the concrete surface of berthing member.
Guide beam is square steel structure, including at least two front end guide beams 3.1 being located on preceding horizontal girder and is located at
Two sides guide beam 3.2 on two jack stringers, when berthing member above mentions guide beam can just with before pile cover, it is three left and right
Side surface fitting, before pile cover, left and right three directions limit its position, only reserve rearward openings for pile cover pass in and out, to reach
To the effect for limiting, being oriented to pile cover.A plurality of isometric wirerope 4, shoulder pole girder top are connected between shoulder pole girder lower part and suspender
System has lifting wirerope to connect with lifting appliance.
As shown in Figure 6, Figure 7, shoulder pole girder is Two bors d's oeuveres formed steel construction, and length is bigger than the size of pile cover width direction, is guaranteed
When berthing member ecto-entad is mobile, the wirerope of its underpart is not clashed with pile cover.Shoulder pole girder is equipped with up and down
Hinge of leaf spring 2.1.
Back-covered berthing member mounting device when in use, is placed in flat by this back-covered berthing member mounting device first
Whole flat surface, then lifts by crane berthing member, is placed on inside the rectangle inside casing of suspender.Then suspension centre is converted, is lifted by crane
Back-covered berthing member mounting device slings it with 5 entirety of berthing member；Then it is put to 6 front lower portion of pile cover, slowly
It moves inwardly into immediately below design position (pile cover preformed hole), as shown in Figure 10~Figure 13.Slowly lifting, make guide beam keep with
Its corresponding pile cover side surface fitting, until design position is promoted to, as shown in Figure 14~Figure 17.
In entire implementation process, it can construct according to the process flow in each figure of Fig. 8~Figure 19:
(1) structural material is got out first, in accordance with the force request and design drawing of each component, and completes the process each component；
(2) as shown in Figure 8, Figure 9, anti-device for hoisting is placed in flat surface, then berthing member is hung to the rectangle of suspender
Inside inside casing.
(3) as shown in Figure 10~Figure 11, berthing member is hung to pile cover front lower portion, and makes its main reinforcement lower than pile cover following table
Face.
(4) as shown in Figure 12~Figure 13, berthing member is moved to the underface of pile cover preformed hole.
(5) as shown in Figure 14~Figure 15, berthing member is slowly above mentioned, and is accurately positioned, localization method is to make three faces
Guide beam it is corresponding pile cover side surface fitting.
(6) as shown in Figure 16~Figure 17, guarantee that guide beam is adjacent to pile cover, and the slow berthing member that above mentions is to designing position
It sets, it is immediately that its main reinforcement and pile cover reinforcement welding is secured behind repetition measurement position, complete installment work.
(7) as shown in Figure 18~Figure 19, anti-device for hoisting is integrally transferred, and shows pile cover range, is hung to flat surface, is prepared
Carry out the installation of next berthing member.
It is fast that this anti-device for hoisting installs good berthing member effect, safe operation, speed of application, and without damaging any reinforcing bar,
Structural intergrity is good.Reliable guarantee is provided for the safety, quality and progress of Wharf Construction.
Claims (4)
1. a kind of back-covered berthing member mounting device, characterized by comprising: suspender, shoulder pole girder and guide beam, the suspender
Two interior beams of two main beams are set to including the main beam of front and back two, vertical rack and outside two of two outside of interior beam
Stringer, interior beam and main beam limit the rectangle inside casing around outside berthing member, and the guide beam, which includes at least, to be located at
Two front end guide beams on preceding horizontal girder and the two sides guide beam being located on two jack stringers, front end guide beam and two sides
Guide beam is close to be elevated the front side and two sides of pile cover, and a plurality of isometric wirerope is connected between shoulder pole girder lower part and suspender, flat
Spreader beam top system has lifting wirerope to connect with lifting appliance.
2. back-covered berthing member mounting device according to claim 1, it is characterised in that: suspender using fashioned iron splice and
At the side that preceding main beam is contacted with berthing member is welded with front end steel plate vertically downward, and rear girder is contacted with berthing member
Side be welded with the inclined-plane steel plate being arranged according to bevel angle on rear side of berthing member.
3. back-covered berthing member mounting device according to claim 1, it is characterised in that: the shoulder pole girder is Two bors d's oeuveres type
Steel construction, if hinge of leaf spring up and down.
4. back-covered berthing member mounting device according to claim 1, it is characterised in that: the guide beam is square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821320948.5U CN208932776U (en) | 2018-08-15 | 2018-08-15 | A kind of back-covered berthing member mounting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821320948.5U CN208932776U (en) | 2018-08-15 | 2018-08-15 | A kind of back-covered berthing member mounting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208932776U true CN208932776U (en) | 2019-06-04 |
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ID=66717870
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821320948.5U Active CN208932776U (en) | 2018-08-15 | 2018-08-15 | A kind of back-covered berthing member mounting device |
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| CN (1) | CN208932776U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450173A (en) * | 2022-09-27 | 2022-12-09 | 中交二航局第一工程有限公司 | Installation device and construction method for seashore area berthing member |
-
2018
- 2018-08-15 CN CN201821320948.5U patent/CN208932776U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450173A (en) * | 2022-09-27 | 2022-12-09 | 中交二航局第一工程有限公司 | Installation device and construction method for seashore area berthing member |
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