CN209555867U - A kind of pile cover bed die support construction of monoblock type installation - Google Patents
A kind of pile cover bed die support construction of monoblock type installation Download PDFInfo
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- CN209555867U CN209555867U CN201920130328.3U CN201920130328U CN209555867U CN 209555867 U CN209555867 U CN 209555867U CN 201920130328 U CN201920130328 U CN 201920130328U CN 209555867 U CN209555867 U CN 209555867U
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- Prior art keywords
- girder
- hangs muscle
- support construction
- muscle group
- bed die
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- 238000010276 construction Methods 0.000 title claims abstract description 43
- 238000009434 installation Methods 0.000 title claims abstract description 13
- 210000003205 muscle Anatomy 0.000 claims abstract description 77
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 238000003466 welding Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 6
- 230000003628 erosive effect Effects 0.000 abstract description 4
- 244000005700 microbiome Species 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
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Abstract
The utility model relates to a kind of pile cover bed die support constructions of monoblock type installation, including girder, secondary beam and hangs muscle group, the both ends of the hangs muscle group are respectively and fixedly provided with the girder, the at least both ends of the every girder are fixed with the hangs muscle group, high stake two sides are ridden upon by the hangs muscle group respectively between two girders, the hangs muscle group is erected on the high stake top end, and the secondary beam rides upon on the girder perpendicular to the girder.One purposes of the utility model is without carrying out underwater construction and installation, and after land welding girder and hangs muscle group, building for girder can be completed by setting up supreme stake top end, and build process is convenient；It avoids wet environment and microorganism as support force using the pulling force of hangs muscle rather than the frictional force of steel hoop and frictional force caused by the erosion of support construction is reduced, this support construction can be improved the load of support construction.
Description
Technical field
The utility model relates to High-piled Wharf Construction fields, more specifically, the utility model relates to a kind of installations of monoblock type
Pile cover bed die support construction.
Background technique
With the development of society, long piled wharf is more and more, structure becomes increasingly complex, and span is increasing, gets over from the water surface
Come closer.
After usually utilizing steel hoop support construction, steel hoop to hold high stake tightly in the prior art, Main Girder Welding is in steel hoop
In support construction, by the frictional force between steel hoop and strong body as support force, bed die support construction is completed with this.If but
Pile cover bottom is close from the water surface, and bed die girder lower end has been submerged in water, and installation steel hoop support system difficulty is larger below the water surface,
And welding difficulty is big；Furthermore nowadays high stake span is larger, and the load of bed die support is larger, and steel hoop is located at the ring of high humility
The effects of erosion of border and microorganism etc., the frictional force between steel hoop and high pile is easy to cause to reduce, relies on steel merely
Anchor ear is supported the requirement for being unable to satisfy top load.
Therefore a kind of novel pile cover bed die support construction is needed, without carrying out water surface installation below, and it is easy for installation；
It can adapt to the long piled wharf compared with large span.
Utility model content
One purpose of the utility model is to solve existing steel hoop support construction to install complexity under water, and difficulty is big；It mentions
High support loads adapt to the long piled wharf compared with large span.
One aspect according to the present utility model provides a kind of pile cover bed die support construction of monoblock type installation, including master
Beam, secondary beam and hangs muscle group, the both ends of the hangs muscle group are respectively and fixedly provided with the girder, and at least both ends of the every girder are fixed
There is a hangs muscle group, high stake two sides is ridden upon by the hangs muscle group respectively between two girders, the hangs muscle group is set up
In the high stake top end, the secondary beam rides upon on the girder perpendicular to the girder.
By this programme, girder is set up in supreme stake after the completion of land is welded, then by lifting equipment with hangs muscle group, then
Secondary beam is placed on girder, building for pile cover bed die support construction is completed；Without carrying out welding procedure waterborne, directly exist
Land welding is completed to be built again；Using the fixed girder of the pulling force of hangs muscle group, load is improved compared with traditional steel hoop,
Long piled wharf suitable for large span.
Preferably, the hangs muscle group include at least three hangs muscles, the both ends of the every hangs muscle respectively with the high stake two
The girder of side is fixedly connected.
By this programme, three hangs muscles increase bearing capacity.
Preferably, the every girder and the tie point of a hangs muscle group are uniformly distributed on straight line.
By this programme, the stability of girder is improved, while dispersing the load at tie point, that improves this support construction can
By property.
Preferably, the crosspoint of three hangs muscles is located at the central point at the high stake top end.
By this programme, stability when setting up is improved, hangs muscle unbalance stress is prevented and slides.
Preferably, the every girder is spliced by least two I-steel fixations, between two I-steel
Upper and lower bottom plate connection fastened to each other.
By this programme, guarantee that the top surface of girder is horizontal, and I-steel materials are convenient, crushing resistance is strong.
Preferably, the hangs muscle group is respectively and fixedly provided on the every I-steel.
By this programme, guarantees the firm and reliable connection of girder and hangs muscle group, improve the bearing capacity of girder.
Preferably, through-hole is offered on the upper plate of the I-steel, the hangs muscle passes through the through-hole, with the I-shaped
The web of steel is fixed, and the connection length of the hangs muscle and the web is equal to the height of the web.
By this programme, the connecting line of hangs muscle and I-steel is arranged vertically, consistent with the Impact direction of I-steel, Neng Gouti
The pull resistance of high junction improves the bearing capacity and reliability of this support construction.
Preferably, through-hole is also offered on the lower plate of the I-steel, the hangs muscle passes through the through-hole of the lower plate,
And it is fixed with the lower plate bottom surface.
By this programme, after the web of hangs muscle and I-steel is fixed, connects, increase again through the bottom surface of lower plate and lower plate
Big forced area, improves bearing capacity.
One of the utility model has technical effect that, without carrying out underwater construction and installation, welds girder in land
After hangs muscle group, building for girder can be completed by setting up supreme stake top end, and build process is convenient；Using the pulling force of hangs muscle rather than
The frictional force of steel hoop avoids wet environment and microorganism to rubbing caused by the erosion of support construction as support force
Power reduces, this support construction can be improved the load of support construction.
By the detailed description referring to the drawings to the exemplary embodiment of the utility model, the utility model it is other
Feature and its advantage will become apparent.
Detailed description of the invention
The attached drawing for constituting part of specification describes the embodiments of the present invention, and uses together with the description
In explanation the principles of the present invention.
Fig. 1 is the pile cover bed die support construction schematic elevation view of the utility model embodiment one.
Fig. 2 is the pile cover bed die support construction schematic side view of the utility model embodiment one.
Fig. 3 is the pile cover bed die support construction schematic top plan view of the utility model embodiment one.
Fig. 4 is the girder and hangs muscle group attachment structure schematic diagram of the utility model embodiment one.
Fig. 5 is the girder and hangs muscle group attachment structure schematic diagram of the utility model embodiment two.
Wherein, the identical appended drawing reference of identical component in the accompanying drawings；The attached drawing is not drawn according to the actual ratio.
Specific embodiment
The various exemplary embodiments of the utility model are described in detail now with reference to attached drawing.It should also be noted that unless another
It illustrates outside, the component and the positioned opposite of step, numerical expression and numerical value otherwise illustrated in these embodiments is unlimited
The scope of the utility model processed.
Be to the description only actually of at least one exemplary embodiment below it is illustrative, never as to this is practical
Novel and its application or any restrictions used.
Technology and equipment known to person of ordinary skill in the relevant may be not discussed in detail, but in appropriate situation
Under, the technology and equipment should be considered as part of specification.
It is shown here and discuss all examples in, any occurrence should be construed as merely illustratively, without
It is as limitation.Therefore, other examples of exemplary embodiment can have different values.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, then in subsequent attached drawing does not need that it is further discussed.
<embodiment one>
As shown in Figures 1 to 4, the pile cover bed die support construction of the monoblock type installation in the present embodiment, including girder 1100,
Secondary beam 1200 and hangs muscle group 1300, the both ends of the hangs muscle group 1300 are respectively and fixedly provided with the girder 1100, the every girder
1100 at least both ends are fixed with the hangs muscle group 1300, are distinguished between two girders 1100 by the hangs muscle group 1300
High 2000 two sides of stake are ridden upon, the hangs muscle group 1300 is erected on 2000 top of high stake, and the secondary beam 1200 is perpendicular to institute
Girder 1100 is stated to ride upon on the girder 1100.
Girder 1100 is set up in supreme stake 2000 after the completion of land is welded, then by lifting equipment with hangs muscle group 1300,
Secondary beam 1200 is placed on girder 1100 again, completes building for pile cover bed die support construction；Without carrying out welding waterborne
Construction, directly on land, welding is completed to be built again；Using the fixed girder 1100 of the pulling force of hangs muscle group 1300, with traditional steel
Anchor ear is compared and improves load, the long piled wharf suitable for large span.
In the present embodiment, the hangs muscle group 1300 include at least three hangs muscles 1310, the two of the every hangs muscle 1310
End is fixedly connected with the girder 1100 of high 2000 two sides of stake respectively, and three hangs muscles 1310 can increase support construction
Bearing capacity.
In the present embodiment, the every girder 1100 and the tie point of a hangs muscle group 1300 are uniformly distributed in one
On straight line, the stability of girder 1100 is improved, while dispersing the load at tie point, improves the reliability of this support construction.
In the present embodiment, the crosspoint of three hangs muscles 1310 is located at the central point on high 2000 top of stake, mentions
Stability when height is set up prevents hangs muscle unbalance stress and slides.Fixed ring can also be set, and hangs muscle group 1300 sets up completion
Afterwards, hangs muscle group 1300 is fixed into supreme 2000 top of stake with fixed ring.
In the present embodiment, the every girder 1100 is spliced by least two fixations of I-steel 1110, two institutes
The upper and lower bottom plate connection fastened to each other between I-steel 1110 is stated, guarantees that the top surface of girder 1100 is horizontal, and I-steel 1110 takes
Material is convenient, and crushing resistance is strong.
In the present embodiment, it is respectively and fixedly provided with the hangs muscle group 1300 on the every I-steel 1110, guarantees girder 1100
With the firm and reliable connection of hangs muscle group 1300, the bearing capacity of girder 1100 is improved.
In the present embodiment, through-hole is offered on the upper plate 1111 of the I-steel 1110, the hangs muscle 1310 passes through
The through-hole, the connection length of the hangs muscle 1310 and the web 1112 fixed with the web 1112 of the I-steel 1110
Equal to the height of the web 1112, hangs muscle 1310 and the connecting line of I-steel 1110 are arranged vertically, with I-steel 1110 by
Power direction is consistent, can be improved the pull resistance of junction, improves the bearing capacity and reliability of this support construction.
In the present embodiment, to the build process of girder are as follows: hangs muscle 1310 is fully welded to the web of I-steel 1110 first
On 1112, then two are connected and is attached between the I-steel of hangs muscle 1310, which can be welding, be also possible to lead to
Connecting plate is crossed to be bolted；After the completion of the connection of girder 1100 and hangs muscle group 1300, what lifting equipment was hung using 4 points
Mode lifts by crane supreme 2000 top of stake of girder group, and the center of high stake 2000 will be placed under the center of hangs muscle group 1300, is completed
Girder group is built, then secondary beam 1200 is placed on girder 1100 according to a certain distance, secondary beam 1200 can also be welded
It is lifted again to girder 1100 or be bolted on girder 1100.
One of the utility model has technical effect that, without carrying out underwater construction and installation, welds girder in land
1100 can complete building for girder 1100 with supreme 2000 top of stake after hangs muscle group 1300, is set up, and build process is convenient；Using
The pulling force of hangs muscle 1310 rather than the frictional force of steel hoop avoid wet environment and microorganism and tie to support as support force
Frictional force reduces caused by the erosion of structure, this support construction can be improved the load of support construction, and then adapt to large span
Long piled wharf.
<embodiment two>
As shown in figure 5, the pile cover bed die support construction in the present embodiment is compared to above-described embodiment, the difference is that,
Also through-hole is offered on the lower plate 1113 of the I-steel 1110, the hangs muscle 1310 passes through the logical of the lower plate 1113
Hole, and fixed with 1113 bottom surface of lower plate.
In the present embodiment, after the web 1112 of hangs muscle 1310 and I-steel 1110 is fixed, again through lower plate 1113, and
90 degree of bendings, connect with the bottom surface of lower plate 1113, increase forced area, improve bearing capacity.
In the present embodiment, hangs muscle 1310 is bent into 90 degree, then welded, hangs muscle after the through-hole of upper and lower bottom plate
1310 bend inwards, and can also bend along the direction of I-steel 1110.
Although being described in detail by some specific embodiments of the example to the utility model, this field
It is to be understood by the skilled artisans that above example merely to be illustrated, rather than in order to limit the scope of the utility model.This
Field it is to be understood by the skilled artisans that can not depart from the scope of the utility model and spirit in the case where, to above embodiments
It modifies.The scope of the utility model is defined by the following claims.
Claims (8)
1. a kind of pile cover bed die support construction of monoblock type installation, which is characterized in that including girder, secondary beam and hangs muscle group, institute
The both ends for stating hangs muscle group are respectively and fixedly provided with the girder, and at least both ends of the every girder are fixed with the hangs muscle group, two institutes
It states and high stake two sides is ridden upon by the hangs muscle group respectively between girder, the hangs muscle group is erected on the high stake top end, described
Secondary beam rides upon on the girder perpendicular to the girder.
2. pile cover bed die support construction according to claim 1, which is characterized in that the hangs muscle group includes at least three and hangs
Muscle, the both ends of the every hangs muscle are fixedly connected with the girder of the high stake two sides respectively.
3. pile cover bed die support construction according to claim 2, which is characterized in that the every girder with hung described in one
The tie point of muscle group is uniformly distributed on straight line.
4. pile cover bed die support construction according to claim 3, which is characterized in that the crosspoint of three hangs muscles is located at
The central point at the high stake top end.
5. pile cover bed die support construction according to claim 2, which is characterized in that the every girder is by least two works
The fixation of word steel is spliced, the upper and lower bottom plate connection fastened to each other between two I-steel.
6. pile cover bed die support construction according to claim 5, which is characterized in that be respectively and fixedly provided on the every I-steel
The hangs muscle group.
7. pile cover bed die support construction according to claim 6, which is characterized in that opened up on the upper plate of the I-steel
There is through-hole, the hangs muscle passes through the through-hole, fixes with the web of the I-steel, the hangs muscle and the connection of the web are long
Degree is equal to the height of the web.
8. pile cover bed die support construction according to claim 7, which is characterized in that also opened on the lower plate of the I-steel
Equipped with through-hole, the hangs muscle passes through the through-hole of the lower plate, and fixes with the lower plate bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920130328.3U CN209555867U (en) | 2019-01-24 | 2019-01-24 | A kind of pile cover bed die support construction of monoblock type installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920130328.3U CN209555867U (en) | 2019-01-24 | 2019-01-24 | A kind of pile cover bed die support construction of monoblock type installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209555867U true CN209555867U (en) | 2019-10-29 |
Family
ID=68307604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920130328.3U Expired - Fee Related CN209555867U (en) | 2019-01-24 | 2019-01-24 | A kind of pile cover bed die support construction of monoblock type installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209555867U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535242A (en) * | 2020-04-24 | 2020-08-14 | 中交一航局第一工程有限公司 | Steel pipe pile cap water bottom-hanging device and construction method thereof |
| CN113684785A (en) * | 2021-08-23 | 2021-11-23 | 中交(天津)疏浚工程有限公司 | Construction process of pile foundation wharf |
-
2019
- 2019-01-24 CN CN201920130328.3U patent/CN209555867U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535242A (en) * | 2020-04-24 | 2020-08-14 | 中交一航局第一工程有限公司 | Steel pipe pile cap water bottom-hanging device and construction method thereof |
| CN113684785A (en) * | 2021-08-23 | 2021-11-23 | 中交(天津)疏浚工程有限公司 | Construction process of pile foundation wharf |
| CN113684785B (en) * | 2021-08-23 | 2023-06-16 | 中交(天津)疏浚工程有限公司 | Construction process of pile foundation wharf |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191029 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |