CN208815408U - Sea area construction of cast-in-situ box-beam bracket - Google Patents
Sea area construction of cast-in-situ box-beam bracket Download PDFInfo
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- CN208815408U CN208815408U CN201821161722.5U CN201821161722U CN208815408U CN 208815408 U CN208815408 U CN 208815408U CN 201821161722 U CN201821161722 U CN 201821161722U CN 208815408 U CN208815408 U CN 208815408U
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 48
- 239000010959 steel Substances 0.000 claims abstract description 48
- 238000009826 distribution Methods 0.000 claims abstract description 32
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 15
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 15
- 241001330002 Bambuseae Species 0.000 claims description 15
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 15
- 239000011425 bamboo Substances 0.000 claims description 15
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000002023 wood Substances 0.000 claims description 12
- 235000015170 shellfish Nutrition 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000035515 penetration Effects 0.000 description 4
- 238000010408 sweeping Methods 0.000 description 4
- 230000001808 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 241000208199 Buxus sempervirens Species 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
Abstract
The utility model is related to a kind of sea area construction of cast-in-situ box-beam bracket, including；The bridge pier of several longitudinal arrangements, number fewer than bridge pier number one and steel pipe pier of the one-to-one correspondence between two neighboring bridge pier, number is identical as bridge pier number and corresponds loaded on the hood type bearing assembly on bridge pier, several transverse directions are set side by side and loaded on the Bailey beams on steel pipe pier and anchor ear bearing assembly, distribution beam group set on Bailey beam upper end, set on distribution beam group upper end and upper end is higher than the bowl buckle bracket of bridge pier upper end；It is longitudinally concave that bowl buckle branch is provided with the box beam accommodating that and bottom surface opposite with bridge pier is flushed with the upper end of bridge pier.The sea area construction of cast-in-situ box-beam bracket is suitable for sea area construction of cast-in-situ box-beam.
Description
Technical field
The utility model relates to construction of cast-in-situ box-beam apparatus field, especially a kind of sea area construction of cast-in-situ box-beam bracket.
Background technique
Chinese Patent Application No.: a kind of whole landing mould bases of cast-in-situ box girder of the disclosure of the invention of 201711389770.X,
It is included in the symmetrically arranged fore-stock in adjacent bridge pier center line both ends and after-poppet, the case with bearing is connected on template bottom cross beam
Beam external mold, template bottom cross beam top are provided with counterweight far from bridge pier center, and fore-stock and after-poppet include frame body, main liter
Drop oil cylinder is fixed on lateral ram beam, and lateral ram beam lower part is provided with lateral coupling beam and the two opposite can be slided, laterally
Transverse adjusting oil cylinder is provided between coupling beam and lateral ram beam.Cast-in-situ box girder entirety landing mould bases, which exists, is not suitable for sea area
Therefore the deficiency of construction of cast-in-situ box-beam designs a kind of sea area construction of cast-in-situ box-beam bracket suitable for sea area construction of cast-in-situ box-beam,
As urgent problem to be solved.
Utility model content
Exist the purpose of this utility model is to overcome current cast-in-situ box girder entirety landing mould bases and is not suitable for sea
The deficiency of domain construction of cast-in-situ box-beam provides a kind of sea area construction of cast-in-situ box-beam bracket suitable for sea area construction of cast-in-situ box-beam.
The specific technical solution of the utility model is:
A kind of sea area construction of cast-in-situ box-beam bracket, including；The bridge pier of several longitudinal arrangements, number fewer than bridge pier number one
A and one-to-one correspondence is set to the steel pipe pier between two neighboring bridge pier, and number is identical as bridge pier number and corresponds loaded on bridge pier
On hood type bearing assembly, several transverse directions are set side by side and loaded on the Bailey beams on steel pipe pier and anchor ear bearing assembly, if
Distribution beam group in Bailey beam upper end, set on distribution beam group upper end and upper end is higher than the bowl buckle bracket of bridge pier upper end；Bowl buckle bracket
It is longitudinally concave equipped with the box beam accommodating that opposite and bottom surface is flushed with the upper end of bridge pier with bridge pier.The sea area construction of cast-in-situ box-beam
When bracket uses, in the steel pipe insertion sea area of steel pipe pier, supported by the hood type bearing assembly and steel pipe pier that are loaded on bridge pier
Bailey beam, distribution beam group, bowl buckle bracket accommodate longitudinally concave middle carry out construction of cast-in-situ box-beam in the box beam of bowl buckle bracket, are applicable in
In sea area construction of cast-in-situ box-beam.
Preferably, the steel pipe pier includes；The sub- pier of several longitudinal arrangements；Sub- pier includes；Several are laterally arranged
The steel-pipe pile of column, the load bearing cross beam loaded on steel-pipe pile upper end；It is equipped with what several were arranged above and below between two adjacent steel-pipe piles
Lateral bridging；Bailey beam lower end is connect with load bearing cross beam upper end.The steel-pipe pile of steel pipe pier is conducive in insertion sea area, load bearing cross beam
It is conducive to the firm of steel pipe pier with lateral bridging and improves strength and stiffness.
The lateral bridging includes；Two arranged in a crossed manner and both ends are respectively provided with the strut of a lateral part, and adjacent
Connect one to one two upper brackets of two steel-pipe piles and two lower brackets；Lateral part and upper bracket positioned at strut upper end
It connects one to one；Lateral part positioned at strut lower end connects one to one with lower bracket.
Preferably, the steel-pipe pile upper end is equipped with the transverse concave groove that width is adapted to load bearing cross beam width, load-bearing is horizontal
The lower end of beam is embedded in transverse concave groove and connect with steel-pipe pile.The strut of lateral bridging is by lateral part and is connected on steel-pipe pile
Upper bracket connected with lower bracket, production and it is easy for installation.
Preferably, the bridge pier includes；Box beam bearing cross beam, several transversely arranged and upper ends support box beam branch
Hold the pier stud of crossbeam；Hood type bearing assembly includes；Number is identical as pier stud number and corresponds loaded on the anchor ear on pier stud,
Two are respectively arranged on the Bailey beam bearing cross beam on front side of bridge pier with rear side；Anchor ear set there are two under two Bailey beam bearing cross beams
Hold the support bracket to connect one to one；Bailey beam lower end is connect with Bailey beam bearing cross beam upper end.Hood type bearing assembly
Anchor ear is loaded on assembly and disassembly are conducive on pier stud, Bailey beam bearing cross beam is loaded on stable connection on the support bracket of anchor ear.
Preferably, the distribution beam group includes point that multiple longitudinal directions are set side by side and connect respectively with Bailey beam upper end
With beam, longitudinal reinforcement group is connected between two adjacent distribution beams and be layed in longitudinal reinforcement group for preventing junk
Bamboo plate or template.It is connected with longitudinal reinforcement group between the distribution beam connecting with Bailey beam upper end and is layed in longitudinal reinforcement group
For preventing the bamboo plate or template of junk, improve safety.
Preferably, the box beam of the bowl buckle bracket, which accommodates longitudinally concave bottom, indulges stupefied and I-shaped equipped with I-steel
The lumps of wood cross that steel indulges stupefied connection is stupefied, indulges the horizontal stupefied upper laying high-strength bamboo offset plate of the stupefied and lumps of wood in I-steel；Bowl buckle branch is provided with vertically
Bridging and horizontal cross brace.Intensity and toughness and stability are high.
Compared with prior art, the utility model has the beneficial effects that the sea area construction of cast-in-situ box-beam bracket uses
When, in the steel pipe insertion sea area of steel pipe pier, by loaded on bridge pier hood type bearing assembly and steel pipe pier support Bailey beam,
Distribution beam group, bowl buckle bracket accommodate longitudinally concave middle carry out construction of cast-in-situ box-beam in the box beam of bowl buckle bracket, existing suitable for sea area
Pour box girder construction.The steel-pipe pile of steel pipe pier is conducive in insertion sea area, and load bearing cross beam and lateral bridging are conducive to the firm of steel pipe pier
And improve strength and stiffness.The strut of lateral bridging is connected by lateral part with the upper bracket and lower bracket being connected on steel-pipe pile
It connects, makes and easy for installation.Loaded on assembly and disassembly are conducive on pier stud, Bailey beam bearing cross beam is loaded on to be embraced the anchor ear of hood type bearing assembly
Stable connection on the support bracket of hoop.It is connected with longitudinal reinforcement group between the distribution beam connecting with Bailey beam upper end and is layed in vertical
The bamboo plate or template for being used to prevent junk in reinforcing bar group, improves safety.The box beam accommodating of bowl buckle bracket is longitudinally concave
Bottom be equipped with I-steel to indulge lumps of wood cross that is stupefied, indulging stupefied connection with I-steel stupefied, indulge the stupefied upper laying of stupefied and lumps of wood cross in I-steel
High-strength bamboo slab rubber；Bowl buckle branch is provided with vertical bridging and horizontal cross brace；Intensity and toughness and stability are high.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the utility model；
Fig. 2 is the A-A view of Fig. 1；
Fig. 3 is the planar structure schematic diagram of bowl buckle bracket.
In figure: Bailey beam 1, bridge pier 2, box beam bearing cross beam 21, pier stud 22, hood type bearing assembly 3, anchor ear 31, Bei Lei
Beam support crossbeam 32, support bracket 33, distribution beam 4, bowl buckle bracket 5, box beam accommodate longitudinally concave 51, I-steel and indulge stupefied 52, side
Wooden horizontal stupefied 53, vertical bridging 54, horizontal cross brace 55, sub- pier 6, steel-pipe pile 61, load bearing cross beam 62, lateral bridging 63, flat
Join part 64, strut 65, upper bracket 66, lower bracket 67, transverse concave groove 68.
Specific embodiment
The utility model is described further shown in reference to the accompanying drawing.
As shown in attached drawing 1, attached drawing 2, attached drawing 3: a kind of sea area construction of cast-in-situ box-beam bracket, including；Two longitudinal arrangements
Bridge pier 2, a steel pipe pier being set between two neighboring bridge pier 2, number is identical as 2 numbers of bridge pier and corresponds loaded on bridge pier
Hood type bearing assembly 3 on 2, the Bailey beam 1 that several transverse directions are set side by side and are loaded on steel pipe pier and anchor ear bearing assembly,
Distribution beam group set on 1 upper end of Bailey beam, set on distribution beam group upper end and upper end is higher than the bowl buckle bracket 5 of 2 upper end of bridge pier；Bowl buckle
Bracket 5 is equipped with the box beam accommodating longitudinally concave 51 that and bottom surface opposite with bridge pier 2 is flushed with the upper end of bridge pier 2.
The steel pipe pier includes；The sub- pier 6 of two longitudinal arrangements；Sub- pier 6 includes；11 transversely arranged steel-pipe piles
61, the load bearing cross beam 62 loaded on 61 upper end of steel-pipe pile；The lateral being arranged above and below there are two being set between two adjacent steel-pipe piles 61
Bridging 63；1 lower end of Bailey beam is connect with 62 upper end of load bearing cross beam.
The lateral bridging 63 includes；Two arranged in a crossed manner and both ends are respectively welded with the strut of a lateral part 64
65, the two upper brackets 66 and two lower brackets 67 of welding are corresponded with two adjacent steel-pipe piles 61；On strut 65
The lateral part 64 at end and upper bracket 66, which correspond, to be welded；It is corresponded positioned at the lateral part 64 of 65 lower end of strut and lower bracket 67
Welding.The infall welding of two struts 65.
In the present embodiment, 61 upper end of steel-pipe pile is equipped with the transverse concave groove that width is adapted to 62 width of load bearing cross beam
68, the lower end of load bearing cross beam 62 is embedded in transverse concave groove 68 and welds with steel-pipe pile 61.
The bridge pier 2 includes；Box beam bearing cross beam 21, four transversely arranged and upper end supports box beam bearing cross beam 21
Pier stud 22；Hood type bearing assembly 3 includes；Number is identical as 22 numbers of pier stud and corresponds loaded on the anchor ear on pier stud 22
31, two are respectively arranged on the Bailey beam bearing cross beam 32 of 2 front side and rear side of bridge pier；Anchor ear 31 set there are two with two Bailey beam branch
Hold the support bracket 33 that 32 lower end of crossbeam corresponds welding；1 lower end of Bailey beam and 32 upper end of Bailey beam bearing cross beam are welded.
The distribution beam group includes the distribution beam 4 that multiple longitudinal directions are set side by side and weld respectively with 1 upper end of Bailey beam, phase
Longitudinal reinforcement group (being not drawn into attached drawing), which is welded with, between two adjacent distribution beams 4 and is layed in longitudinal reinforcement group is used to prevent
The bamboo plate (being not drawn into attached drawing) of falling stop object.
The bottom that the box beam of the bowl buckle bracket 5 accommodates longitudinally concave 51 is equipped with I-steel and indulges stupefied 52, indulges with I-steel
The lumps of wood cross stupefied 53 of stupefied 52 screw connection is indulged in I-steel and is laid with high-strength bamboo offset plate (in attached drawing not on stupefied 52 and lumps of wood cross stupefied 53
It draws)；Bowl buckle bracket 5 is equipped with vertical bridging 54 and horizontal cross brace 55.
Using the sea area construction of cast-in-situ box-beam method of above-mentioned sea area construction of cast-in-situ box-beam bracket, step 1 sets steel pipe
Stake 61, is first put 61 positioning guiding rack of steel-pipe pile to stake position with loop wheel machine, is then lifted by crane steel-pipe pile 61 and is entered position and accurate positioning,
And check position and the verticality of 61 positioning guiding rack of steel-pipe pile；Heavy steel-pipe pile 61 is beaten using vibration；Beat heavy steel-pipe pile 61 with
It controls based on the construction pile penetration determined by test pile, observes supplemented by 61 absolute altitude of steel-pipe pile；Pile penetration have reached sets requirement and
When 61 upper end absolute altitude of steel-pipe pile is not up to, it should be hit by every gust 10 and continue 613 gusts of steel-pipe pile of hammering, the pile penetration for continuing hammering is equal to
Construction pile penetration；Stake position and the verticality that steel-pipe pile 61 is detected during beating heavy steel-pipe pile 61, find deviation timely correction；
Step 2, after being put in place load bearing cross beam 62 with loop wheel machine, load bearing cross beam 62 is welded in 61 upper end of steel-pipe pile；Step 3, in phase
The surveying and locating that lateral position is carried out on adjacent two steel-pipe piles 61 after surveying 61 lateral length of steel-pipe pile, carries out lateral part 64
With 65 blanking of strut and be welded into sub-assembly；Upper bracket 66 and lower bracket 67 are welded on steel-pipe pile 61 respectively, lifting combination
After part positioning and lateral part 64 and upper bracket 66 and lower bracket 67 are corresponded and is welded；Step 4, anchor ear 31 are installed, will be high
Degree is the pier that the anchor ear 31 that 100cm and the sub- anchor ear that is arranged above and below by three are constituted reaches 75% or more design strength loaded on intensity
On column 22, it is lined with the geotextiles with a thickness of 2mm between anchor ear 31 and pier stud 22, increases the frictional force between steel band and pier stud 22,
And 22 outside of protection pier stud is injury-free；Step 5, after Bailey beam bearing cross beam 32 is put in place with loop wheel machine, Bailey beam bearing
Crossbeam 32 is welded on support bracket 33；Step 6, Bailey beam 1 are installed, and by assembled good modulus are 9m or the shellfish of 12m with loop wheel machine
After thunder beam 1 is put in place, Bailey beam 1 is welded with 62 upper end of load bearing cross beam and 32 upper end of Bailey beam bearing cross beam respectively；Span is big
When the Bailey beam 1 of 10m is assembled, reinforcement hanging stick should be added, enhances the stability of shellfish thunder, and two adjacent spans are greater than 10m
Bailey beam 1 it is in place after, channel steel is welded to connect between the opposite flank of two Bailey beams 1 and is limited, prevent 1 side of Bailey beam to
Sliding；In the present embodiment, the span of Bailey beam 1 is 9m；Step 7, distribution beam 4 is installed, according to structural load, 5 lotus of bowl buckle bracket
It carries, the distribution of construction loads, and the spacing of distribution beam 4 is corresponding with bowl buckle bracket 5, determines the installation site of distribution beam 4；Use loop wheel machine
After distribution beam 4 is put in place, stiffening plate is set in the junction of distribution beam 4 and Bailey beam 1, stiffening plate respectively with distribution beam 4
Lower end and with 1 upper end of Bailey beam weld；Bailey beam 1 two sides setting prevent 1 transverse shifting of Bailey beam and with 4 lower end of distribution beam
The block of welding；It welds the longitudinal reinforcement group between two neighboring distribution beam 4 and is laid in longitudinal reinforcement group for anti-falling stop
The bamboo plate of object；Step 8, sets up bowl buckle bracket 5, and in length and breadth spacing of the bowl buckle bracket 5 at cast-in-situ box girder both ends is 0.6m*
0.6m, the spacing in length and breadth at the wing plate of bowl buckle bracket 5 is 0.9m * 0.9m, and the spacing in length and breadth of 5 remaining position of bowl buckle bracket is
0.9m*0.6m, the step pitch of bowl buckle bracket 5 are 1.2m；Vertical bridging 54 and horizontal cross brace 55 are installed；Welding is set to bowl buckle
The I-steel that the box beam of bracket 5 accommodates longitudinally concave 51 bottom indulges stupefied 52, installation and indulges stupefied 52 lumps of wood cross being spirally connected with I-steel
Stupefied 53, it is indulged in I-steel and is laid with high-strength bamboo offset plate on stupefied 52 and lumps of wood cross stupefied 53；At the lower part bowl buckle of the upright bar of bowl buckle bracket 5
One of longitudinal horizontal rod and multiple horizontal rods are set as bar of sweeping the floor, 400mm is not to be exceeded apart from ground level in bar of sweeping the floor,
It laterally sweeps the floor in the upright bar that bar should be fixed below longitudinal bar of sweeping the floor using right-angle coupler, when upright bar basis is not in same height
When on degree, it is necessary to the longitudinal direction of eminence bar of sweeping the floor to lower be extended two across fixing with upright bar, difference of height is less than 1m；Step 9, sea
Software can be folded water pocket and be placed on precompressed position, i.e. box beam accommodating longitudinally concave 51 by the test of domain construction of cast-in-situ box-beam pre-pressing bracket
In and be placed on high-strength bamboo slab rubber and carry out precompressed by cross, pour sequence by box beam concrete, injected water into water pump by box beam
In the soft foldable water pocket that pouring order of concrete is gradually unfolded, when the water-filling soft foldable water pocket as prefabricating load
Weight starts precompressed test when reaching box beam weight, until prefabricating load reaches 110% box beam weight；Detect the inspection of each setting
The settling amount of measuring point sea area construction of cast-in-situ box-beam bracket simultaneously carries out data record；Meet the settling amount average value of each test point for 24 hours
It is less than one of 5mm condition less than 1mm or 72h settling amount average value, so that it may determine that sea area construction of cast-in-situ box-beam pre-pressing bracket is tested
It is qualified；Settling amount unloads prefabricating load after meeting setting value；Step 10, cast-in-situ box girder pour, and are arrived building mould handling with loop wheel machine
It in box beam accommodating longitudinally concave 51 and is placed on high-strength bamboo slab rubber after fixation, carries out concreting.
The beneficial effects of the utility model are: when the sea area construction of cast-in-situ box-beam bracket uses, the steel pipe of steel pipe pier
It is inserted into sea area, by loaded on the hood type bearing assembly and steel pipe pier bearing Bailey beam, distribution beam group, bowl buckle branch on bridge pier
Frame accommodates longitudinally concave middle carry out construction of cast-in-situ box-beam in the box beam of bowl buckle bracket, is suitable for sea area construction of cast-in-situ box-beam.Steel pipe
The steel-pipe pile of pier is conducive in insertion sea area, and load bearing cross beam and lateral bridging are conducive to the firm of steel pipe pier and improve intensity and just
Degree.The strut of lateral bridging is connect by lateral part with the upper bracket and lower bracket being connected on steel-pipe pile, production and installation
It is convenient.The anchor ear of hood type bearing assembly is loaded on the support bracket of anchor ear loaded on assembly and disassembly, Bailey beam bearing cross beam is conducive on pier stud
Upper stable connection.It is connected with longitudinal reinforcement group between the distribution beam connecting with Bailey beam upper end and is layed in longitudinal reinforcement group
For preventing the bamboo plate or template of junk, safety is improved.The box beam of bowl buckle bracket accommodates longitudinally concave bottom equipped with work
It is stupefied that word steel indulges lumps of wood cross stupefied, that stupefied connection is indulged with I-steel, indulges the horizontal stupefied upper laying high-strength bamboo offset plate of the stupefied and lumps of wood in I-steel；Bowl
Button branch is provided with vertical bridging and horizontal cross brace；Intensity and toughness and stability are high.
In addition to the implementation, in the range disclosed in claims of the utility model and specification, this is practical
Novel technical characteristic or technical data can be reselected and be combined, to constitute new embodiment, these are all these
Field technical staff is without carrying out what creative work can be realized, therefore the implementation that these the utility model are not described in
Example also should be regarded as specific embodiment of the utility model and be within the protection scope of the utility model.
Claims (7)
1. a kind of sea area construction of cast-in-situ box-beam bracket, including；The bridge pier of several longitudinal arrangements, characterized in that the sea area
Construction of cast-in-situ box-beam bracket further include: number fewer than bridge pier number one and steel of the one-to-one correspondence between two neighboring bridge pier
Pipe pier, number is identical as bridge pier number and corresponds loaded on the hood type bearing assembly on bridge pier, several laterally set side by side
The Bailey beam set and be loaded on steel pipe pier and anchor ear bearing assembly, the distribution beam group set on Bailey beam upper end are set to distribution beam group
Upper end and upper end are higher than the bowl buckle bracket of bridge pier upper end；Bowl buckle branch is provided with and bottom surface opposite with bridge pier and flushes with the upper end of bridge pier
Box beam accommodating it is longitudinally concave.
2. construction of cast-in-situ box-beam bracket in sea area according to claim 1, it is characterized in that: the steel pipe pier includes；It is several
The sub- pier of a longitudinal arrangement；Sub- pier includes；Several transversely arranged steel-pipe piles, the load bearing cross beam loaded on steel-pipe pile upper end；Phase
Several lateral bridgings being arranged above and below are equipped between two adjacent steel-pipe piles；Bailey beam lower end and load bearing cross beam upper end connect
It connects.
3. construction of cast-in-situ box-beam bracket in sea area according to claim 2, it is characterized in that: the lateral bridging includes；
Two arranged in a crossed manner and both ends are respectively provided with the strut of a lateral part, two to connect one to one with two adjacent steel-pipe piles
Upper bracket and two lower brackets；Lateral part positioned at strut upper end connects one to one with upper bracket；Positioned at the flat of strut lower end
Connection part connects one to one with lower bracket.
4. construction of cast-in-situ box-beam bracket in sea area according to claim 2, it is characterized in that: the steel-pipe pile upper end is equipped with width
The transverse concave groove being adapted to load bearing cross beam width is spent, the lower end of load bearing cross beam is embedded in transverse concave groove and connect with steel-pipe pile.
5. construction of cast-in-situ box-beam bracket in sea area according to claim 1 or 2 or 3 or 4, it is characterized in that: the bridge pier packet
It includes；Box beam bearing cross beam, several transversely arranged and upper ends support the pier stud of box beam bearing cross beam；Hood type bearing assembly packet
It includes；Number is identical as pier stud number and corresponds loaded on the anchor ear on pier stud, and two are respectively arranged on front side of bridge pier and rear side
Bailey beam bearing cross beam；Anchor ear sets that there are two the support brackets that connect one to one with two Bailey beam bearing cross beam lower ends；Shellfish
The lower end Lei Liang is connect with Bailey beam bearing cross beam upper end.
6. construction of cast-in-situ box-beam bracket in sea area according to claim 1 or 2 or 3 or 4, it is characterized in that: the distribution beam
Group includes the distribution beam that multiple longitudinal directions are set side by side and connect respectively with Bailey beam upper end, is connected between two adjacent distribution beams
The bamboo plate or template for being used to prevent junk for having longitudinal reinforcement group and being layed in longitudinal reinforcement group.
7. construction of cast-in-situ box-beam bracket in sea area according to claim 1 or 2 or 3 or 4, it is characterized in that: the bowl buckle branch
The box beam of frame accommodates longitudinally concave bottom, and equipped with I-steel to indulge lumps of wood cross stupefied, that stupefied connection is indulged with I-steel stupefied, in I-steel
Indulge the horizontal stupefied upper laying high-strength bamboo offset plate of the stupefied and lumps of wood；Bowl buckle branch is provided with vertical bridging and horizontal cross brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821161722.5U CN208815408U (en) | 2018-07-20 | 2018-07-20 | Sea area construction of cast-in-situ box-beam bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821161722.5U CN208815408U (en) | 2018-07-20 | 2018-07-20 | Sea area construction of cast-in-situ box-beam bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208815408U true CN208815408U (en) | 2019-05-03 |
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ID=66271362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821161722.5U Active CN208815408U (en) | 2018-07-20 | 2018-07-20 | Sea area construction of cast-in-situ box-beam bracket |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999085A (en) * | 2018-07-20 | 2018-12-14 | 浙江交工宏途交通建设有限公司 | Sea area construction of cast-in-situ box-beam bracket and sea area construction of cast-in-situ box-beam method |
| CN110804948A (en) * | 2019-10-31 | 2020-02-18 | 安徽省路港工程有限责任公司 | Construction method of steel pipe pile bailey truss foundation full-space bracket system |
| CN110823173A (en) * | 2019-10-28 | 2020-02-21 | 李光普 | Pile settlement measuring device and method used in building inclination correcting process |
| CN111188274A (en) * | 2019-12-31 | 2020-05-22 | 湖北省路桥集团有限公司 | Large-section steel truss girder moving and transporting system of large-span steel-concrete composite bridge and construction method |
-
2018
- 2018-07-20 CN CN201821161722.5U patent/CN208815408U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999085A (en) * | 2018-07-20 | 2018-12-14 | 浙江交工宏途交通建设有限公司 | Sea area construction of cast-in-situ box-beam bracket and sea area construction of cast-in-situ box-beam method |
| CN110823173A (en) * | 2019-10-28 | 2020-02-21 | 李光普 | Pile settlement measuring device and method used in building inclination correcting process |
| CN110804948A (en) * | 2019-10-31 | 2020-02-18 | 安徽省路港工程有限责任公司 | Construction method of steel pipe pile bailey truss foundation full-space bracket system |
| CN110804948B (en) * | 2019-10-31 | 2021-05-11 | 安徽省路港工程有限责任公司 | Construction method of steel pipe pile bailey truss foundation full-space bracket system |
| CN111188274A (en) * | 2019-12-31 | 2020-05-22 | 湖北省路桥集团有限公司 | Large-section steel truss girder moving and transporting system of large-span steel-concrete composite bridge and construction method |
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