CN208577931U - A kind of strutting system of trestle near water - Google Patents
A kind of strutting system of trestle near water Download PDFInfo
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- CN208577931U CN208577931U CN201820990438.2U CN201820990438U CN208577931U CN 208577931 U CN208577931 U CN 208577931U CN 201820990438 U CN201820990438 U CN 201820990438U CN 208577931 U CN208577931 U CN 208577931U
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- stupefied
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- wooden flute
- template
- strutting system
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Abstract
The utility model discloses a kind of strutting systems of trestle near water, the strutting system includes tubular pole, semicircle anchor ear there are two being arranged on the tubular pole, it is bolted to form anchor ear support frame between described two semicircle anchor ears, deep floor is equipped in the lower surface of the anchor ear support frame, it is stupefied that master is successively arranged in the upper surface of the anchor ear support frame, it is secondary stupefied, first party wooden flute and template, the master is stupefied, it is secondary stupefied, first party wooden flute and template form strutting system, beam is placed in the template, the master is stupefied, it is secondary stupefied, first party wooden flute, template, Liang Jun is symmetrical set in tubular pole two sides, pile cover accommodation space is preset between the beam and tubular pole upper end.The utility model needs not rely on lower part foundation bearing capacity, and is suspended from prefabricated tubular pile, does not have the case where sufficient space, personnel cannot be introduced into suitable for lower part, construction is flexible and convenient.
Description
Technical field
The utility model belongs to field of bridge construction, and in particular to a kind of strutting system of trestle near water.
Background technique
Existing conventional stent template system is steel tube fastener formula bracket, and bed die is laid on bracket, does diagonal brace peace with steel pipe
Fill side form.This conventional stent template system lower space is insufficient, and people cannot be introduced into standing at work, thus need enough lower parts
Space and personnel's work surface, and lower part ground needs enough bearing capacities.
Summary of the invention
Aiming at the problems existing in the prior art, the utility model provides a kind of strutting system of trestle near water, this is practical
It is novel to need not rely on lower part foundation bearing capacity, and be suspended from prefabricated tubular pile, there is no sufficient space suitable for lower part, personnel
The case where cannot be introduced into.
To achieve the above object, the utility model uses following technical scheme:
A kind of strutting system of trestle near water, which includes tubular pole, is arranged on the tubular pole there are two semicircle
Shape anchor ear is bolted to form anchor ear support frame between described two semicircle anchor ears, in the lower surface of the anchor ear support frame
Equipped with deep floor, it is successively arranged main stupefied, secondary stupefied, first party wooden flute and template in the upper surface of the anchor ear support frame, it is described
Main stupefied, secondary stupefied, first party wooden flute and template form strutting system, are placed with beam in the template, the master is stupefied, it is secondary it is stupefied, the
One lumps of wood is stupefied, template, beam are symmetrical set in tubular pole two sides, preset between the beam and tubular pole upper end pile cover accommodate it is empty
Between.
The stupefied master is 20# channel steel, and master is stupefied to be fixed on tubular pole elongated central line.
It is described it is time stupefied be 10# channel steel, adjacent time the distance between stupefied a is 400mm.
The first party wooden flute with a thickness of 10cm.
The template with a thickness of 2cm.
Second party wooden flute, third party's wooden flute and cubic wooden flute are added between the first party wooden flute and template, it is described
The thickness of first party wooden flute, second party wooden flute and third party's wooden flute is equal, and the cubic wooden flute is with a thickness of 5cm.
The master is stupefied, secondary stupefied, first party wooden flute, second party wooden flute, third party's wooden flute, the between cubic wooden flute, template according to
Secondary criss-cross placement.
Compared with prior art, the utility model has the following beneficial effects:
The utility model is for lower space deficiency, and people cannot be introduced into standing at work and improved construction method, be not required to
Lower part foundation bearing capacity is relied on, and is suspended from prefabricated tubular pile, is able to satisfy and constructs on soft soil foundation, and do not destroy original
The riverbed line of design；By setting up channel steel on anchor ear, the tubular pole stress constructed is relied on, it is stupefied and wooden that flitch is set up on channel steel
Template is as formwork system.It does not destroy on the basis of former design riverbed line the basis carrying for meeting rack construction to reach and wants
It asks, and avoids since the too low people of bottom level cannot be introduced into the predicament of standing at work, reduce difficulty of construction and safety wind
Danger.With ecological, the features such as economy, reliability.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is the structural schematic diagram that the utility model is suitable for different bed die absolute altitudes.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are under that premise of not paying creative labor
Every other embodiment obtained, fall within the protection scope of the utility model.
The strutting system of the present embodiment trestle near water, which includes tubular pole 1, is arranged with two on the tubular pole 1
A semicircle anchor ear 2 is bolted to form anchor ear support frame between described two semicircle anchor ears 2, in the anchor ear support frame
Lower surface be equipped with deep floor 3, be successively arranged main stupefied 4 in the upper surface of the anchor ear support frame, be secondary stupefied 5, first party wooden flute 6
With template 7, the master is stupefied 4, secondary stupefied 5, first party wooden flute 6 and template 7 form strutting system, is placed with beam in the template 7
8, the master is stupefied 4, secondary stupefied 5, first party wooden flute 6, template 7, beam 8 are symmetrical set in 1 two sides of tubular pole, in the beam 8 and pipe
Stake presets pile cover accommodation space 9 between 1 upper end.
The master stupefied 4 is 20# channel steel, and main stupefied 4 are fixed on tubular pole elongated central line.
Described time stupefied 5 is 10# channel steel, and adjacent stupefied the distance between 5 a is 400mm.
The first party wooden flute 6 with a thickness of 10cm.
The template 7 with a thickness of 2cm.
Second party wooden flute 10, third party's wooden flute 11 and cubic wooden flute are added between the first party wooden flute 6 and template 7
12, the thickness of the first party wooden flute 6, second party wooden flute 10 and third party's wooden flute 11 is equal, and the cubic wooden flute 12 is thick
Degree is 5cm.
The master is stupefied 4, secondary stupefied 5, first party wooden flute 6, second party wooden flute 10, third party's wooden flute 11, cubic wooden flute 12, mould
It is successively criss-cross between plate 7 to place.
By squeezing into PHC400 pile for prestressed pipe on riverbed as infrastructure, two are processed into using 1cm thickness iron plate
Semicircle anchor ear, mouth supports ribbing with triangle iron plate under anchor ear, is mounted on round stake beam bottom plate, and both sides screw and tight.
It, can be with when slightly distinguished due to bed die absolute altitude difference between pile cover and beam, pile cover and plate and plate and beam again
The lumps of wood by adding different numbers or height is stupefied to meet the different requirement of bed die absolute altitude:
When pile cover and beam are shelved:
Master is stupefied to be erected on anchor ear using 20# channel steel, and position is placed on tubular pole elongated central line, and fixed.It puts top
Set 10# channel steel spacing 400mm.2cm plank sheathing is placed directly below in pile cover, and then needs to place 1 layer again below beam
The stupefied spacing 300mm of the 10cm thickness lumps of wood places bed die of the 2cm plank sheathing as beam after reaching bottom elevation.
Such as Fig. 2, when pile cover and bottom plate are shelved:
Master is stupefied to be erected on anchor ear using 20# channel steel, and position is placed on tubular pole elongated central line, and fixed.It puts top
Set 10# channel steel spacing 400mm.2cm plank sheathing is placed directly below in pile cover.It then needs to place three layers of 10cm thickness below plate
The lumps of wood is stupefied and one layer of 5cm thickness lumps of wood is stupefied, spacing 300mm, criss-cross to place, and places 2cm plank sheathing after reaching board bottom absolute altitude
Bed die as plate.
When beam and bottom plate are shelved:
Master is stupefied to be erected on anchor ear using 20# channel steel, and position is placed on tubular pole elongated central line, and fixed.It puts top
Set 10# channel steel spacing 400mm.It also needs to place the stupefied rear bottom for placing 2cm plank sheathing as beam of one layer of 10cm lumps of wood below beam bottom
Mould, and then need to place the stupefied stupefied spacing 300mm of one layer of 5cm thickness lumps of wood of three layers of 10cm thickness lumps of wood again below plate, it is criss-cross to place.
Bed die of the 2cm plank sheathing as plate is placed after reaching board bottom absolute altitude.
According to different floor levels, it is adjusted using the lumps of wood of different numbers and different-thickness is stupefied, to meet difference
The requirement of floor level.
Although above-described embodiment makes specific descriptions to the utility model, for those of ordinary skill in the art
For, it is understood that it can be within the spirit and scope for not departing from the utility model based on disclosed by the utility model interior
Appearance is modified or is improved, these modification and improvement are all within the spirit and scope of the utility model.
Claims (7)
1. a kind of strutting system of trestle near water, which is characterized in that the strutting system includes tubular pole (1), on the tubular pole (1)
There are two being arranged semicircle anchor ear (2), it is bolted to form anchor ear support frame between described two semicircle anchor ears (2), in institute
The lower surface for stating anchor ear support frame is equipped with deep floor (3), the upper surface of the anchor ear support frame be successively arranged main stupefied (4),
Secondary stupefied (5), first party wooden flute (6) and template (7), the master stupefied (4), secondary stupefied (5), first party wooden flute (6) and template (7) composition
Strutting system is placed with beam (8) on the template (7), the master stupefied (4), secondary stupefied (5), first party wooden flute (6), template
(7), beam (8) is symmetrical set in tubular pole (1) two sides, and pile cover is preset between the beam (8) and tubular pole (1) upper end and is accommodated
Space (9).
2. the strutting system of trestle near water according to claim 1, which is characterized in that the master stupefied (4) is 20# channel steel,
Main stupefied (4) are fixed on tubular pole elongated central line.
3. the strutting system of trestle near water according to claim 1, which is characterized in that described time stupefied (5) is 10# channel steel,
The distance between adjacent time stupefied (5) a is 400mm.
4. the strutting system of trestle near water according to claim 1, which is characterized in that the thickness of the first party wooden flute (6)
Degree is 10cm.
5. the strutting system of trestle near water according to claim 1 to 4, which is characterized in that the thickness of the template (7)
Degree is 2cm.
6. the strutting system of trestle near water according to claim 5, which is characterized in that in the first party wooden flute (6) and
Second party wooden flute (10), third party's wooden flute (11) and cubic wooden flute (12), the first party wooden flute are added between template (7)
(6), the thickness of second party wooden flute (10) and third party's wooden flute (11) is equal, and the cubic wooden flute (12) is with a thickness of 5cm.
7. the strutting system of trestle near water according to claim 6, which is characterized in that the master stupefied (4), secondary stupefied (5),
One lumps of wood stupefied (6), second party wooden flute (10), third party's wooden flute (11), the cubic wooden flute (12), between template (7) successively in length and breadth
It is staggeredly placed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820990438.2U CN208577931U (en) | 2018-06-26 | 2018-06-26 | A kind of strutting system of trestle near water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820990438.2U CN208577931U (en) | 2018-06-26 | 2018-06-26 | A kind of strutting system of trestle near water |
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| Publication Number | Publication Date |
|---|---|
| CN208577931U true CN208577931U (en) | 2019-03-05 |
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ID=65509381
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820990438.2U Active CN208577931U (en) | 2018-06-26 | 2018-06-26 | A kind of strutting system of trestle near water |
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| Country | Link |
|---|---|
| CN (1) | CN208577931U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576222A (en) * | 2020-05-06 | 2020-08-25 | 广州市市政工程设计研究总院有限公司 | Construction method of steel pipe pile stacked road type road |
-
2018
- 2018-06-26 CN CN201820990438.2U patent/CN208577931U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576222A (en) * | 2020-05-06 | 2020-08-25 | 广州市市政工程设计研究总院有限公司 | Construction method of steel pipe pile stacked road type road |
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