CN205804277U - A kind of supporting construction for sheet-pile wharf breast wall pouring template - Google Patents
A kind of supporting construction for sheet-pile wharf breast wall pouring template Download PDFInfo
- Publication number
- CN205804277U CN205804277U CN201620680202.XU CN201620680202U CN205804277U CN 205804277 U CN205804277 U CN 205804277U CN 201620680202 U CN201620680202 U CN 201620680202U CN 205804277 U CN205804277 U CN 205804277U
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- main beam
- template
- pile
- sheet
- supporting construction
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Abstract
This utility model relates to sheet-pile wharf breastwork technical field of construction, in particular to a kind of supporting construction for sheet-pile wharf breast wall pouring template.Including the up-right support being fixed on every H template stake upper end and the pole bracket being positioned at steel sheet pile upstream face side being fixed on up-right support；Described up-right support includes the vertical rod that lower end is welded in H template stake；The upper end of described vertical rod is welded with main beam；Described main beam one end is welded on the upper end of vertical rod, and the other end extends to steel sheet pile upstream face side in the horizontal direction and forms cantilevered structure, and one end of encorbelmenting of main beam is provided with the suspension rod of vertically layout；Described pole bracket is hung on main beam by suspension rod.This utility model simple in construction, easy for installation, it is to avoid to destroy the anticorrosive coat of steel sheet pile, simplify construction technology, there is great promotional value.
Description
Technical field
This utility model relates to sheet-pile wharf breastwork technical field of construction, waters for sheet-pile wharf breastwork in particular to one
The supporting construction of building mould.
Background technology
In the design of sheet-pile wharf, breastwork width is typically greater than the width of sheet pile, thus breastwork part is positioned at land
On, parts hang is on the water surface.When breastwork is constructed, for being positioned at the breastwork part of land, Zhi Limo the most on land
Plate carries out concreting.And for the construction of cantilever part, prior art is typically to weld three at the upstream face of sheet pile
Angle supports, and gives the supporting construction of work as breastwork cantilever portion, after breastwork has been constructed, gusseted is removed.Triangle props up
The installation of support and dismounting, by destroying the corrosion-inhibiting coating of sheet pile, reduce its antiseptic power.The most generally, triangle is being removed
After support, need to smear anticorrosive coat at sheet pile upstream face and repair, but such work progress adds working procedure, right
In the underwater situation of surface of fracture, the reparation of anticorrosive coat is difficult to.If it addition, the lower end part of cantilever body of wall is near the water surface
Or below for the water surface, that is it is possible to relate to Underwater Welding, the difficulty adding the construction of whole breastwork of high degree.
Summary of the invention
The purpose of this utility model seeks to solve the deficiency of above-mentioned background technology, it is provided that a kind of for sheet-pile wharf breastwork
The supporting construction of formwork for placing.
The technical solution of the utility model is: a kind of supporting construction for sheet-pile wharf breast wall pouring template, its feature
Be: include being fixed on the up-right support of H template stake upper end and be fixed on up-right support be positioned at steel sheet pile upstream face side
Pole bracket；Described up-right support includes the vertical rod that lower end is welded in H template stake；The upper end of described vertical rod is provided with
Main beam；Described main beam one end is bolted the upper end being fixed on vertical rod, and the other end is in the horizontal direction to steel sheet pile
Upstream face side extends and forms cantilevered structure, and one end of encorbelmenting of main beam is provided with the suspension rod of vertically layout；Described cantilever props up
Frame is hung on main beam by suspension rod.
The most described pole bracket includes the many cross members being intervally arranged；It is provided with between described cross member
Longeron, longeron two ends are fixed between two adjacent foundation crossbeams and form formwork support structure with cross member, cross member is offered
Having the through hole that downrod lower end passes, downrod lower end is connected through through hole by bolt and cross member are fixing.
The sleeve pipe of a vertical layout it is arranged with outside the most described suspension rod；Described sleeve pipe is positioned at main beam and the end
Between crossbeam.
The most described pole bracket also includes that many radicles withstand on the support bar of steel sheet pile upstream face side；Described
Support bar be fixed on longeron and longeron interlaced arrangement.
Further the upper end of every H template stake is provided with two vertical rods, and two vertical rod intervals are arranged, under two vertical rods
End is respectively welded on two pieces of edges of a wing of same H template stake.
Advantage of the present utility model has: 1, need not carry out on the sheet pile bottom breastwork welding procedure, it is to avoid to it
The destruction of corrosion-inhibiting coating；
2, bed die horizontal stroke, longeron decrease structure height with the design of absolute altitude, increase working place, bottom, simultaneously can be overall
Lifting, easy construction；
3, portal-framed structure reduces vertical rod size, it is to avoid conflict with breastwork reinforcing bar, increases stablizing of structure itself simultaneously
Property；
4, main beam is connected with the assembled of vertical rod, easy accessibility, and turnover is convenient.
This utility model simple in construction, easy for installation, it is to avoid to destroy the anticorrosive coat of steel sheet pile, simplify construction technology,
There is great promotional value.
Accompanying drawing explanation
Fig. 1: sectional schematic diagram of the present utility model；
Fig. 2: cantilevered support structure schematic diagram (upward view) of the present utility model；
Wherein: 1 vertical rod；2 main beams；3 suspension rods；4 cross members；5 longerons；6 support bars；7 steel sheet piles；
8 H template stakes；9 breastwork contour lines；10 pull bars；11 sleeve pipes.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Such as Fig. 1～2, a kind of supporting construction for sheet-pile wharf breast wall pouring template, the supporting construction bag of the present embodiment
Include the up-right support being fixed on H template stake 8 upper end and the cantilever being positioned at steel sheet pile 7 upstream face side being fixed on up-right support
Support, upright template and cantilever form are supported in H template stake 8 by supporting structure, not be used in steel sheet pile 7 or H template stake 8
Welding support member, it is to avoid destroy the anticorrosive coat of its upstream face side.
As it is shown in figure 1, the up-right support of the present embodiment includes that two vertical rods 1, two vertical rod 1 time intervals are arranged, under it
End is respectively welded on two blocks of flange plates of same H template stake 8, arranges the knot adding whole up-right support before and after vertical rod 1
Structure stability, it is ensured that the effect of the template of stable support can be played during pouring breastwork.
The upper end of vertical rod 1 is welded with main beam 2, and main beam 2 one end is bolted the upper end being fixed on vertical rod 1, separately
One end extends to steel sheet pile 7 upstream face side in the horizontal direction and forms cantilevered structure, and one end of encorbelmenting of main beam 2 is provided with vertically
The suspension rod 3 arranged, pole bracket is hung on main beam 2 by suspension rod 3.In actual casting process, vertical rod 1 pours in breastwork
In, main beam 2 can remove.The outer sheath of suspension rod 3 is provided with sleeve pipe 11, sleeve pipe 11 between main beam 2 and cross member 4,
Can effectively avoid suspension rod 3 to be cast in breastwork, suspension rod 3 can remove after breast wall pouring completes, it is simple to repeats profit
With.
As in figure 2 it is shown, pole bracket includes the many cross members being intervally arranged 4, between cross member 4, it is provided with longeron 5, vertical
Beam 5 two ends are fixed between two adjacent foundation crossbeams 4 and form formwork support structure with cross member 4, cross member 4 offers and hangs
The screw that bar 3 lower end passes.Cross member 4 is bolted structure and is fixed on the lower end of suspension rod 3, and every foundation crossbeam 4 is fixed on
On a corresponding main beam 2 above it.Additionally being additionally provided with support bar 6 on longeron 5, support bar 6 one end is fixed on
On longeron 5, the other end withstands on the sidepiece of steel sheet pile 7 upstream face side.
During use, on two pieces of edges of a wing of H template stake 8, first weld vertical rod 1, then use bolt knot in the upper end of vertical rod 1
Structure fixes main beam 2, installs suspension rod 3 on main beam 2, and bolt arrangement is passed through through the screw on main beam 2 in the upper end of suspension rod 3
It is fixed on main beam 2.
Assemble pole bracket at back court, longeron 5 and support bar 6 are fixed between cross member 4, then will by hanging device
Pole bracket handling is to the lower section of suspension rod 3, by the lower end of suspension rod 3 through the screw on cross member 4, uses bolt both to be fixed
Link together.
On pole bracket and up-right support, build template again, carry out one-piece casting breast wall structure, as it is shown in figure 1, in figure
The position shown by breastwork contour line 9 be breastwork.Breast wall pouring needs after completing to remove template and support.Up-right support
In main beam 2 directly just main beam 2 can be separated with vertical rod 1 by removing bolt, vertical rod 1 is cast in breastwork.
The present embodiment before suspension rod 3 is installed, first sleeve pipe 11 on the outer sheath of suspension rod 3, in casting process, in sleeve pipe 11 not
The two ends up and down of suspension rod 3, time to be removed, removed bolt and separate, i.e. with main beam 2 and cross member 4 respectively by casting concrete
Suspension rod 3 can be removed, then casting concrete completes the whole of breastwork and pours work in sleeve pipe 11.
Can also directly suspension rod 3 be stayed in breastwork time actually used, remove suspension rod 3 can save material be easy to next time weight
Multiple utilization.After suspension rod is removed, pole bracket is walked to complete standoff dismounting by handling appliance handling.
As it is shown in figure 1, the backwater side of H template stake 8 is provided with pull bar 10, pull bar 10 one end bolts in H template stake 8,
The other end is anchored on the harbour matrix of H template stake 8 backwater side, it is to avoid the skew of H template stake 8, and pull bar 10 is harbour
Permanent structure.
Of the present utility model ultimate principle, principal character and of the present utility model advantage have more than been shown and described.One's own profession
Skilled person will appreciate that of industry, this utility model is not restricted to the described embodiments, described in above-described embodiment and description
Principle of the present utility model is simply described, on the premise of without departing from this utility model spirit and scope, this utility model also can
There are various changes and modifications, in the range of these changes and improvements both fall within claimed this utility model.This utility model is wanted
Protection domain is asked to be defined by appending claims and equivalent thereof.
Claims (5)
1. the supporting construction for sheet-pile wharf breast wall pouring template, it is characterised in that: include being fixed on H template stake (8)
The up-right support of upper end and the pole bracket being positioned at steel sheet pile (7) upstream face side being fixed on up-right support；Described is straight
Staking includes the vertical rod (1) that lower end is welded on H template stake (8)；The upper end of described vertical rod (1) is provided with main beam (2)；
Described main beam (2) one end is fixed on the upper end of vertical rod (1), and the other end is in the horizontal direction to steel sheet pile (7) upstream face side
Extending and form cantilevered structure, one end of encorbelmenting of main beam (2) is provided with the suspension rod (3) of vertically layout；Described pole bracket leads to
Cross suspension rod (3) to hang on main beam (2).
A kind of supporting construction for sheet-pile wharf breast wall pouring template, it is characterised in that: described
Pole bracket include the many cross members being intervally arranged (4)；It is provided with longeron (5), longeron between described cross member (4)
(5) two ends are fixed between two adjacent foundation crossbeams (4) and form formwork support structure with cross member (4), and cross member is opened on (4)
Being provided with the through hole that suspension rod (3) lower end passes, suspension rod (3) lower end is connected through through hole by bolt and cross member (4) are fixing.
A kind of supporting construction for sheet-pile wharf breast wall pouring template, it is characterised in that: described
Suspension rod (3) outside be arranged with the sleeve pipe (11) of a vertical layout；Described sleeve pipe (11) is positioned at main beam (2) and cross member
(4) between.
A kind of supporting construction for sheet-pile wharf breast wall pouring template, it is characterised in that: described
Pole bracket also include that many radicles withstand on the support bar (6) of steel sheet pile (7) upstream face side；Described support bar (6) is solid
It is scheduled on longeron (5) and longeron (5) interlaced arrangement.
A kind of supporting construction for sheet-pile wharf breast wall pouring template, it is characterised in that: every
The upper end of H template stake (8) is provided with two vertical rods (1), and two vertical rod (1) intervals are arranged, the lower end of two vertical rods (1) is welded respectively
It is connected on two pieces of edges of a wing of same H template stake (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620680202.XU CN205804277U (en) | 2016-07-01 | 2016-07-01 | A kind of supporting construction for sheet-pile wharf breast wall pouring template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620680202.XU CN205804277U (en) | 2016-07-01 | 2016-07-01 | A kind of supporting construction for sheet-pile wharf breast wall pouring template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804277U true CN205804277U (en) | 2016-12-14 |
Family
ID=57513165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620680202.XU Expired - Fee Related CN205804277U (en) | 2016-07-01 | 2016-07-01 | A kind of supporting construction for sheet-pile wharf breast wall pouring template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804277U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306485A (en) * | 2019-05-15 | 2019-10-08 | 中交第四航务工程局有限公司 | A kind of adjacent wall top suspention beam type caisson wharf breastwork cast-in-place structural and method |
| CN110528459A (en) * | 2019-09-11 | 2019-12-03 | 中交第四航务工程局有限公司 | A kind of beam type bed die of caisson wharf cast-in-situ creast wall |
| CN111364413A (en) * | 2020-03-20 | 2020-07-03 | 中交第三航务工程局有限公司 | Construction process of outfitting wharf |
-
2016
- 2016-07-01 CN CN201620680202.XU patent/CN205804277U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306485A (en) * | 2019-05-15 | 2019-10-08 | 中交第四航务工程局有限公司 | A kind of adjacent wall top suspention beam type caisson wharf breastwork cast-in-place structural and method |
| CN110528459A (en) * | 2019-09-11 | 2019-12-03 | 中交第四航务工程局有限公司 | A kind of beam type bed die of caisson wharf cast-in-situ creast wall |
| CN111364413A (en) * | 2020-03-20 | 2020-07-03 | 中交第三航务工程局有限公司 | Construction process of outfitting wharf |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161214 Termination date: 20210701 |