CN211256688U - Steel trestle integral type construction platform and steel-pipe pile positioning system - Google Patents
Steel trestle integral type construction platform and steel-pipe pile positioning system Download PDFInfo
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- CN211256688U CN211256688U CN201921813651.7U CN201921813651U CN211256688U CN 211256688 U CN211256688 U CN 211256688U CN 201921813651 U CN201921813651 U CN 201921813651U CN 211256688 U CN211256688 U CN 211256688U
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Abstract
The utility model discloses a steel trestle integrated construction platform and steel pipe pile positioning system, which comprises an anchoring rod, an anchoring pull rod, a diagonal draw bar, a fixed rod, a fixed cross rod, an anchoring vertical rod and a construction platform which is erected on the fixed rod in the later period; an anchoring pull rod is arranged between the anchoring rods, and the anchoring rods are fixed with the erected bailey group; an anchoring pull rod is arranged between the anchoring upright rods, and the anchoring upright rods and the anchoring rods are vertically arranged and fixed into a whole; an inclined pull rod is arranged between the anchoring vertical rod and the anchoring rod; the lower end of the anchoring vertical rod is vertical to the fixed rod and is fixed into a whole; a fixed cross rod is arranged between the fixed rods, and an inclined pull rod is arranged between the anchoring vertical rod and the fixed rods; the fixed rods and the fixed cross rods are fixed with the steel pipe piles. The utility model discloses in the work progress, can play good prevent collapsing, prevent the effect of falling to can stop the emergence of incident.
Description
Technical Field
The utility model relates to a bridge construction field specifically is a system of putting up construction platform, carrying out accurate location to the steel-pipe pile to steel trestle steel-pipe pile.
Background
In bridge building construction, in cross-sea and cross-river bridge engineering, a construction trestle and a construction platform must be built for construction convenience, so that the steel trestle is widely applied. Only a safe and stable construction platform and a positioning system are erected on water, the personal safety of constructors and the accuracy of steel pipe pile construction can be guaranteed. The construction of the project is ensured to be carried out orderly, so that the economic benefit of a construction unit is maximized.
The steel pipe piles of the fixed trestle on the common construction site are fixed by ropes and are constructed by adopting a hoisting platform. The steel pipe pile is hoisted to be in place through the crane, the steel pipe pile is obliquely pulled and fixed on a fixing point through the rope, the flexible connection is achieved, the rope only has tension, the stability is poor, the influence of site factors is great, the steel pipe pile collapses in the installation process, an operation platform of an operator is unstable, the danger is high, the early protection is equal to zero, and the serious potential safety hazard exists.
SUMMERY OF THE UTILITY MODEL
In order to overcome the not enough of technical and security that the aforesaid appears, the utility model discloses a steel trestle integral type construction platform and steel-pipe pile positioning system to set up artifical construction platform on this system. The problem of the steel-pipe pile collapse accident and the personnel safety caused by the fact that operating personnel do not have stable operating platforms during the construction process is thoroughly solved, and the good protection effect is achieved.
The technical scheme of the utility model is that:
the integrated construction platform of the steel trestle and the positioning system of the steel pipe pile comprise an anchoring rod, an anchoring pull rod, a diagonal draw bar, a fixed rod, a fixed cross rod, an anchoring upright rod and a construction platform which is erected on the fixed rod at the later stage;
an anchoring pull rod is arranged between the anchoring rods, and the anchoring rods are fixed with the erected bailey group; an anchoring pull rod is arranged between the anchoring upright rods, and the anchoring upright rods and the anchoring rods are vertically arranged and fixed into a whole; an inclined pull rod is arranged between the anchoring vertical rod and the anchoring rod; the lower end of the anchoring vertical rod is vertical to the fixed rod and is fixed into a whole; a fixed cross rod is arranged between the fixed rods, and an inclined pull rod is arranged between the anchoring vertical rod and the fixed rods;
the fixed rods and the fixed cross rods are fixed with the steel pipe piles.
The anchoring vertical rod, the anchoring rod and the fixing rod are all provided with through holes, and the anchor rod penetrates through the through holes to fix the anchoring vertical rod and the anchoring vertical rod and the fixing rod into a whole.
The anchoring rod is fixed with the erected Bailey group through a bolt.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in the work progress, can play good prevent collapsing, prevent the effect of falling to can stop the emergence of incident.
2. The utility model discloses the main supporting component of structure all adopts triangle-shaped steel part to connect, and is safe firm, at the difficult emergence of bad weather self scatter.
3. The utility model discloses simple structure, the installation of being convenient for can be according to the construction needs forward removal in proper order, labour saving and time saving.
Drawings
Fig. 1 is an axonometric view of the present invention.
Fig. 2 is a transverse sectional view of fig. 1.
Fig. 3 is a top view of fig. 1.
In the figure, 1, an anchoring rod, 2, an anchoring pull rod, 3, an anchoring point, 4, a diagonal pull rod, 5, a fixing rod, 6, a fixing cross rod, 7 and an anchoring vertical rod.
Detailed Description
As shown in fig. 1-3, the utility model comprises an anchoring rod 1, an anchoring pull rod 2, a diagonal pull rod 4, a fixed rod 5, a fixed cross rod 6, an anchoring upright rod 7 and a construction platform erected on the fixed rod 5 in the later period;
an anchoring pull rod 2 is arranged between the anchoring rods 1, and the anchoring rods 1 are fixed with the erected Bailey group; the anchoring pull rod 2 is arranged between the anchoring upright stanchions 7, and the anchoring upright stanchions 7 and the anchoring rods 1 are vertically arranged and fixed into a whole; an inclined pull rod 4 is arranged between the anchoring vertical rod 7 and the anchoring rod 1; the lower end of the anchoring upright rod 7 is vertical to the fixed rod 5 and is fixed into a whole; a fixed cross rod 6 is arranged between the fixed rods 5, and an inclined pull rod 4 is arranged between the anchoring upright rod 7 and the fixed rods 5;
the fixed rods 6 and the fixed cross rods 5 are fixed with the steel pipe piles.
The anchoring upright stanchion 7, the anchoring rod 1 and the fixing rod 5 are all provided with through holes, and the anchor rod penetrates through the through holes to fix the anchoring upright stanchion 7 and the anchoring rod 1, the anchoring upright stanchion 7 and the fixing rod 5 into a whole.
The anchoring rod 1 is fixed with the erected Bailey group through a bolt.
After the system is normally installed, a construction platform is erected on the fixed rod 6, so that a good anti-falling effect is achieved on operating personnel in the platform, and greater personal injury is prevented; and then, the steel pipe piles are effectively fixed by utilizing the positions of the fixed rods 6 and the fixed cross rods 5, so that collapse accidents are prevented. After the construction range of the construction platform is finished, the protection system can be integrally hoisted to the next construction section by using a crane for installation and use.
Claims (3)
1. Steel trestle integral type construction platform and steel-pipe pile positioning system, its characterized in that: the device comprises an anchoring rod, an anchoring pull rod, a diagonal draw bar, a fixed rod, a fixed cross bar, an anchoring upright rod and a construction platform erected on the fixed rod at the later stage; an anchoring pull rod is arranged between the anchoring rods, and the anchoring rods are fixed with the erected bailey group; an anchoring pull rod is arranged between the anchoring upright rods, and the anchoring upright rods and the anchoring rods are vertically arranged and fixed into a whole; an inclined pull rod is arranged between the anchoring vertical rod and the anchoring rod; the lower end of the anchoring vertical rod is vertical to the fixed rod and is fixed into a whole; a fixed cross rod is arranged between the fixed rods, and an inclined pull rod is arranged between the anchoring vertical rod and the fixed rods; the fixed rods and the fixed cross rods are fixed with the steel pipe piles.
2. The steel trestle integrated construction platform and steel pipe pile positioning system of claim 1, which is characterized in that: the anchoring vertical rod, the anchoring rod and the fixing rod are all provided with through holes, and the anchor rod penetrates through the through holes to fix the anchoring vertical rod and the anchoring vertical rod and the fixing rod into a whole.
3. The steel trestle integrated construction platform and steel pipe pile positioning system of claim 1, which is characterized in that: the anchoring rod is fixed with the erected Bailey group through a bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921813651.7U CN211256688U (en) | 2019-10-28 | 2019-10-28 | Steel trestle integral type construction platform and steel-pipe pile positioning system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921813651.7U CN211256688U (en) | 2019-10-28 | 2019-10-28 | Steel trestle integral type construction platform and steel-pipe pile positioning system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211256688U true CN211256688U (en) | 2020-08-14 |
Family
ID=71985936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921813651.7U Active CN211256688U (en) | 2019-10-28 | 2019-10-28 | Steel trestle integral type construction platform and steel-pipe pile positioning system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211256688U (en) |
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2019
- 2019-10-28 CN CN201921813651.7U patent/CN211256688U/en active Active
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