CN211922488U - Take full vertical pile wharf structure of horizontal stay restraint - Google Patents
Take full vertical pile wharf structure of horizontal stay restraint Download PDFInfo
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- CN211922488U CN211922488U CN202020287612.4U CN202020287612U CN211922488U CN 211922488 U CN211922488 U CN 211922488U CN 202020287612 U CN202020287612 U CN 202020287612U CN 211922488 U CN211922488 U CN 211922488U
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Abstract
The utility model discloses a full-vertical-pile wharf structure with horizontal-strut constraint, which comprises a plurality of vertical piles, an upper structure and accessory facilities, wherein horizontal-strut constraint connecting structures are arranged among the vertical piles, and adjacent vertical piles are connected with each other through the horizontal-strut constraint connecting structures; horizontal stull restraint connection structure props and the slant including sleeve, level, and the sleeve is fixed on straight stake, props the sleeve that will be adjacent on the stake through the level and connects gradually, and the slant props and fixes adjacent straight stake interconnect with the mode of slope. The utility model discloses an installation is propped by sleeve, level, the slant props the restraint structure that etc. constitutes on the vertical pile, not only can full vertical pile pier construction of full play advantage simple, that structure cost is low, can also reduce pile foundation quantity simultaneously, increases the horizontal rigidity of full vertical pile structure, reduces structure bending moment and overall level to the displacement, avoids the fork stake construction, reduces the engineering construction degree of difficulty and overall cost.
Description
Technical Field
The utility model relates to a harbour construction engineering technical field especially relates to a full vertical pile wharf structure that horizontal bearing capacity is high.
Background
At present, the high-pile wharf forms commonly used at home and abroad comprise a full-vertical-pile wharf structure and a wharf structure with fork piles. The high-pile wharf structure with the fork piles can effectively resist horizontal force of the wharf, reduce horizontal displacement of the structure during use, and is reasonable in structural stress, and has the defects that the fork piles are difficult to construct, and particularly, under severe environments of open sea stormy waves, the construction period is long, the risk is high, and the construction cost is high. The all-vertical-pile wharf has the advantages of strong shock resistance, simple construction and low structural cost, but the horizontal bearing capacity of the wharf is weak, the horizontal displacement during use is large, and the use of the all-vertical-pile wharf is severely restricted. In recent years, along with the trend of wharfs to deep sea, the scale of open high-piled wharfs in open sea is increased, and how to reduce the construction period of the high-piled wharfs, the construction difficulty and the construction cost is very important.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to the defect that prior art exists, provide a reducible pile foundation quantity, increase the horizontal rigidity of full vertical pile structure, reduce structure bending moment and overall level to the displacement, reduce the full vertical pile wharf structure of the horizontal stay restraint of taking of the engineering construction degree of difficulty and overall cost.
In order to solve the technical problem, the utility model adopts the following technical scheme: the utility model provides a take full vertical pile wharf structure of horizontal brace restraint, including a plurality of vertical piles, superstructure and affiliated facilities, superstructure sets up on vertical pile, and the bearing structure of vertical pile as superstructure, its characterized in that: horizontal cross brace restraining and connecting structures are arranged among the vertical piles, and adjacent vertical piles are connected with each other through the horizontal cross brace restraining and connecting structures; horizontal stull restraint connection structure is including sleeve, level brace and slant brace, and the sleeve is fixed on straight stake, props through the level and connects gradually the sleeve on the adjacent straight stake, and the slant brace is fixed with adjacent straight stake interconnect with the mode of slope, both can form plane restraint structure, also can constitute space restraint structure, and it is decided to the demand of level restraint according to the pier.
Preferably, each vertical pile is at least provided with an upper sleeve and a lower sleeve, the two sleeves are both positioned below the water level line, a spacing distance is reserved between the upper sleeve and the lower sleeve, the sleeves on the same layer on each vertical pile are aligned with each other, the adjacent sleeves on the same layer are connected through a horizontal support, and the sleeves on different layers of adjacent vertical piles are connected through an oblique support, so that a space constraint structure is formed. The condition is more suitable for the occasion that the vertical pile is more dense, the inclined strut can adopt a small/short inclined strut structure, the requirement on stress is less, and the sleeve can ensure that the installation between the inclined strut and the vertical pile is more convenient.
Or, a sleeve is arranged on each vertical pile, the sleeves are positioned below the water level line, the sleeves on the vertical piles are aligned with each other, the sleeves are connected through a horizontal support, the lower end of the inclined support is connected with the sleeves, the upper end of the inclined support is directly connected and fixed with the vertical piles to form a space constraint structure, and the upper end of the inclined support is positioned above the water level line. The condition is more suitable for the occasion that the vertical pile is sparse, and the diagonal brace can adopt a large/long diagonal brace structure, so that the requirement on stress is large, and the vertical pile can be reduced by half.
Furthermore, an auxiliary bearing support in an inclined structure is arranged between the upper section of the inclined support and the upper structure, the upper end of the auxiliary bearing support is connected with the bottom surface of the upper structure and is positioned between two adjacent vertical piles, the bearing effect of a part of the vertical piles is supported through the auxiliary bearing support, and the auxiliary bearing support generally adopts a steel support rod.
Furthermore, a reinforcing support is connected between adjacent horizontal supports of the sleeve on the same layer, and the adjacent horizontal supports are connected into a triangular reinforcing structure through the reinforcing support, so that a reinforced three-dimensional space constraint structure is formed; the reinforcing support is a steel reinforcing support rod.
Furthermore, the horizontal cross-brace constraint connecting structure is arranged at the position of the vertical piles between the water level line and the mud surface line so as to spatially connect the vertical piles into a whole.
Furthermore, a circumferential or vertical shear key is arranged in the sleeve, and the sleeve and the shear key are connected with the straight pile through concrete mortar to form an integral structure so as to improve the stability of combination of the sleeve and the straight pile.
Further, the number of the vertical piles connected by the horizontal cross-brace constraint connection structure is more than 2, such as 3, 4 or more.
Preferably, the sleeve is a steel sleeve, the horizontal support and the inclined support are made of steel respectively, and the steel material is high in structural strength and low in cost.
Preferably, the vertical pile is of a concrete structure or a steel structure, and the superstructure is of a concrete structure or a steel structure.
The utility model discloses an installation is propped by sleeve, level, the slant props the restraint structure that etc. constitutes on the vertical pile, not only can full vertical pile pier construction of full play advantage simple, that structure cost is low, can also reduce pile foundation quantity simultaneously, increases the horizontal rigidity of full vertical pile structure, reduces structure bending moment and overall level to the displacement, avoids the fork stake construction, reduces the engineering construction degree of difficulty and overall cost.
Drawings
Fig. 1 is a schematic elevation view (i.e., a small inclined strut) of a first embodiment of the present invention;
fig. 2 is a schematic elevation view (i.e., a large inclined strut) of a second embodiment of the present invention;
fig. 3 is a schematic elevation view (i.e., a large inclined strut) of a third embodiment of the present invention;
fig. 4-8 are schematic cross-sectional views of five typical horizontal wale restraining structures.
In the figure, 1 is a vertical pile, 2 is an upper structure, 3 is an accessory facility, 4 is a sleeve, 5 is a horizontal support, 6 is an oblique support, 7 is a reinforcing support, 8 is a water line, 9 is a mud line, and 10 is an auxiliary bearing support.
Detailed Description
The invention will be further explained by means of specific embodiments with reference to the accompanying drawings:
in this embodiment, referring to fig. 1, 4 and 6, the all-vertical-pile wharf structure with horizontal bracing constraint includes a plurality of vertical piles 1, a superstructure 2 and auxiliary facilities 3, the superstructure 2 is disposed on the vertical piles 1, the vertical piles 1 serve as support structures for the superstructure 2, and the auxiliary facilities 3 are mounted on the superstructure 2 (some of the auxiliary facilities may also be mounted directly on the vertical piles 1). Horizontal cross brace restraining and connecting structures are arranged among the vertical piles 1, and the adjacent vertical piles 1 are connected with each other through the horizontal cross brace restraining and connecting structures; horizontal stull restraint connection structure props 5 and slant including sleeve 4, level and props 6, and sleeve 4 is fixed on vertical stake 1, props 5 through the level and connects gradually sleeve 4 on the adjacent vertical stake 1, and the slant props 6 and is fixed with adjacent vertical stake 1 interconnect with the mode of slope, both can form plane restraint structure, also can constitute space restraint structure, and it is decided to the demand of level restraint according to the pier.
At least an upper sleeve and a lower sleeve 4 are arranged on each vertical pile 1, the two sleeves 4 are located below a water level line 8, a spacing distance is reserved between the upper sleeve and the lower sleeve 4, the sleeves 4 on the same layer on each vertical pile 1 are aligned with each other, the adjacent sleeves 4 on the same layer are connected through a horizontal support 5, and the sleeves 4 on different layers of the adjacent vertical piles 1 are connected through an inclined support 6 to form a space constraint structure.
Alternatively, referring to fig. 2, a sleeve 4 is disposed on each of the vertical piles 1, the sleeve 4 is located below the water level line 8, the sleeves 4 of the vertical piles 1 are aligned with each other, and the sleeves 4 are connected by a horizontal brace 5, the lower end of the diagonal brace 6 is connected to the sleeve 4, the upper end of the diagonal brace 6 is directly connected and fixed (e.g., welded, screwed, etc.) to the vertical piles 1 to form a space-constrained structure, and the upper end of the diagonal brace 6 is located above the water level line 8. The situation is more suitable for the occasion with sparser vertical piles, and the diagonal brace 6 can adopt a large/long diagonal brace structure, which has larger requirement on stress, so that the vertical piles can be reduced by half.
Referring to fig. 3, an auxiliary bearing support 10 in an inclined structure is arranged between the upper section of the diagonal support 6 and the upper structure 2, the upper end of the auxiliary bearing support 10 is connected with the bottom surface of the upper structure and is located between two adjacent vertical piles 1, and the auxiliary bearing support 10 can adopt a steel support rod by the bearing effect of the auxiliary bearing support 10 on one part of the vertical piles 1.
A reinforcing support 7 is connected between the adjacent horizontal supports 5 of the sleeve 4 on the same layer, and the adjacent horizontal supports 5 are connected into a triangular reinforcing structure through the reinforcing support 7, so that a reinforced three-dimensional space constraint structure is formed; the reinforcing brace 7 is a steel reinforcing brace rod.
The horizontal cross brace constraint connection structure is arranged at the position of the vertical pile 1 between the water level line 8 and the mud surface line 9 so as to spatially connect the vertical piles 1 into a whole.
A circumferential or vertical shear key (not shown) is arranged inside the sleeve 4, and the sleeve 4 and the shear key are connected with the vertical pile 1 through concrete mortar, bolts, welding and the like to form an integral structure so as to improve the stability of the combination of the sleeve 4 and the vertical pile 1.
The number of the vertical piles 1 connected by the horizontal cross-brace constraint connection structure is more than 2, such as 3, 4 or more, as shown in fig. 4-8, 3 in fig. 4, 4 in fig. 5 and 6, and multiple in fig. 7 and 8.
The sleeve 4 is made of a steel sleeve, the horizontal support 5 and the inclined support 6 are made of steel respectively, and the steel material is high in structural strength and low in cost.
The vertical pile 1 is of a concrete structure or a steel structure, and the upper structure 2 is of a concrete structure or a steel structure.
This horizontal stull restraint connection structure can the exclusive use, also make up after the concatenation and use, during the construction, at first construct the vertical pile 1, and go into the certain degree of depth of seabed mud level 9, then make the horizontal stull structure of rectangle, like sleeve 4, horizontal brace 5, bracing 6, strengthen bracing 7, overlap the design elevation department at vertical pile 1 with horizontal stull, later stull department node construction (sealed, grout etc.), form reliable connection system, the shallower department of rock face can dig and secondary pile construction (if have) in the stake internal rotation, lay for superstructure at last, be connected with pile foundation grout through socket joint.
The above detailed description of the present invention is only a preferred embodiment of the present invention, and the scope of the present invention should not be limited thereto, i.e. all equivalent changes and modifications made in accordance with the scope of the present invention should be covered by the present invention.
Claims (10)
1. The utility model provides a take full vertical pile wharf structure of horizontal brace restraint, including a plurality of vertical piles, superstructure and affiliated facilities, superstructure sets up on vertical pile, and the bearing structure of vertical pile as superstructure, its characterized in that: horizontal cross brace restraining and connecting structures are arranged among the vertical piles, and adjacent vertical piles are connected with each other through the horizontal cross brace restraining and connecting structures; horizontal stull restraint connection structure props and the slant including sleeve, level, and the sleeve is fixed on straight stake, props the sleeve that will be adjacent on the stake through the level and connects gradually, and the slant props and fixes adjacent straight stake interconnect with the mode of slope.
2. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 1, wherein: at least two upper and lower sleeves are arranged on each straight pile, the two sleeves are all located below a water level line, a spacing distance is arranged between the upper and lower sleeves, the same layer of sleeves on each straight pile are aligned with each other, the adjacent sleeves on the same layer are connected through a horizontal support, and the sleeves on different layers of adjacent straight piles are connected through an oblique support to form a space constraint structure.
3. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 1, wherein: each vertical pile is provided with a sleeve, the sleeves are positioned below the water level line, the sleeves on the vertical piles are aligned with each other, the sleeves are connected through a horizontal support, the lower end of the inclined support is connected with the sleeves, the upper end of the inclined support is directly connected and fixed with the vertical piles to form a space constraint structure, and the upper end of the inclined support is positioned above the water level line.
4. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 3, wherein: an auxiliary bearing support in an inclined structure is arranged between the upper section of the inclined support and the upper structure, and the upper end of the auxiliary bearing support is connected with the bottom surface of the upper structure and is positioned between two adjacent vertical piles.
5. The all-vertical-pile wharf structure with horizontal bracing constraint according to claim 1 or 2, characterized in that: a reinforcing support is connected between adjacent horizontal supports of the sleeve on the same layer, and the adjacent horizontal supports are connected into a triangular reinforcing structure through the reinforcing support; the reinforcing support is a steel reinforcing support rod.
6. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 1, wherein: the horizontal cross brace constraint connection structure is arranged at the position of the vertical pile between the water level line and the mud surface line so as to spatially connect the vertical piles into a whole.
7. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 1, wherein: the sleeve is internally provided with an annular or vertical shear key, and the sleeve and the shear key are connected with the vertical pile through concrete mortar to form an integral structure.
8. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 1, wherein: the number of the vertical piles connected through the horizontal cross-brace constraint connecting structure is more than 2.
9. The fully vertical-piled wharf structure with horizontal bracing restraint of claim 2, wherein: the sleeve is a steel sleeve, and the horizontal support and the inclined support are made of steel respectively.
10. The fully vertical-piled wharf structure with horizontal bracing restraint as claimed in claim 1, wherein: the vertical pile is of a concrete structure or a steel structure, and the upper structure is of a concrete structure or a steel structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020287612.4U CN211922488U (en) | 2020-03-10 | 2020-03-10 | Take full vertical pile wharf structure of horizontal stay restraint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020287612.4U CN211922488U (en) | 2020-03-10 | 2020-03-10 | Take full vertical pile wharf structure of horizontal stay restraint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211922488U true CN211922488U (en) | 2020-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020287612.4U Active CN211922488U (en) | 2020-03-10 | 2020-03-10 | Take full vertical pile wharf structure of horizontal stay restraint |
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| Country | Link |
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| CN (1) | CN211922488U (en) |
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2020
- 2020-03-10 CN CN202020287612.4U patent/CN211922488U/en active Active
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