CN214423362U - 800 ton super-tonnage anchor rod static pressure pile frame - Google Patents
800 ton super-tonnage anchor rod static pressure pile frame Download PDFInfo
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- CN214423362U CN214423362U CN202120110109.6U CN202120110109U CN214423362U CN 214423362 U CN214423362 U CN 214423362U CN 202120110109 U CN202120110109 U CN 202120110109U CN 214423362 U CN214423362 U CN 214423362U
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Abstract
The utility model discloses an 800 ton super large-tonnage stock static pressure pile frame, it is including hoist and mount crossbeam, pile pressing crossbeam, finish rolling screw-thread steel stock, finish rolling screw-thread steel connector, basic raft, jack, steel pipe and pre-buried formula stock, be provided with the pile pressing hole on the basic raft, the downthehole adaptation of pile pressing is provided with the bottom of steel pipe, the top of steel pipe is connected with the jack, just the jack is fixed on the hoist and mount crossbeam. The utility model discloses the device adopts the high strength finish rolling screw-thread steel combination as the atress stock, carries out the pile pressing as pile pressing frame (pile pressing power can reach 800 tons), can improve the pile pressing bearing capacity greatly, is 3-4 times of traditional pile pressing bearing capacity, and simultaneously, the dismantlement of pile pressing frame can single stock becomes whole to zero, the intensity of labour that has significantly reduced, and is easy and simple to handle, improves work efficiency greatly, reduce cost.
Description
Technical Field
The utility model relates to an anchor rod static pressure pile frame field specifically is 800 tons of super large tonnage anchor rod static pressure pile frame.
Background
The conventional anchor rod static pressure pile frame commonly used in engineering is a profile steel welded integral type, and the larger tonnage can not be achieved due to the limit value of the strength of profile steel and a pin key (the conventional maximum pile pressing force is below 200 tons) because the pin key is required to shear when a profile steel member is perforated; because the bearing capacity requirement of the single pile of the high-rise building on the market is higher at present, a large-tonnage pile pressing frame is needed, and the requirement cannot be met by utilizing the section steel components.
Traditional a pair pile pressing frame surpasses four five hundred kilograms of total weight, and it is great to lean on the manual operation degree of difficulty entirely, and construction machinery receives the place restriction again and can't use, and the construction operation degree of difficulty increases.
SUMMERY OF THE UTILITY MODEL
Therefore, the utility model provides an 800 tons of super large tonnage stock static pressure pile frame is in order to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: 800 ton super large tonnage anchor rod static pressure pile frame, it includes hoist and mount crossbeam, pile pressing crossbeam, finish rolling screw-thread steel anchor rod, finish rolling screw-thread steel connector, basic raft board, jack, steel pipe and pre-buried formula anchor rod, its characterized in that: pile pressing holes are formed in the basic raft, the bottom ends of the steel pipes are arranged in the pile pressing holes in a matched mode, the top ends of the steel pipes are connected with the jacks, and the jacks are fixed on the hoisting cross beams;
be provided with a plurality ofly in the basis raft board pre-buried formula stock, every the top of pre-buried formula stock stretches out the basis raft board is and pass through finish rolling deformed steel bar connector fixed connection the top of finish rolling deformed steel bar stock, the top of finish rolling deformed steel bar stock is fixed in on the hoist and mount crossbeam, hoist and mount crossbeam with be provided with between the steel pipe the pile pressing crossbeam, be provided with on the pile pressing crossbeam with the same finish rolling deformed steel bar nut of finish rolling deformed steel bar stock quantity, so that the pile pressing crossbeam passes through finish rolling deformed steel bar nut is fixed in the upper portion of finish rolling deformed steel bar stock.
Further, it is preferable that the finish-rolled deformed steel bar anchor is provided with 16.
Further, as preferred, every finish rolling screw-thread steel stock and the corresponding that is connected with it finish rolling screw-thread steel nut, finish rolling screw-thread steel connector and pre-buried formula stock all are located same vertical line.
The utility model adopts the above technique, compare with current technique and have following beneficial effect:
1. the utility model discloses the device adopts pre-buried formula stock and finish rolling deformed steel bar stock to pass through the finish rolling deformed steel bar connector and connects, and the fixed finish rolling deformed steel bar stock of pile pressing crossbeam and hoist and mount crossbeam is passed through on upper portion simultaneously, forms a stable structural system, and the pile pressing crossbeam is fixed through the finish rolling deformed steel bar nut, and at the pile pressing in-process, the finish rolling deformed steel bar stock is in and is drawn the state, does not have the stability problem, satisfies the requirement of design and job site, and the suitability is stronger.
2. The utility model discloses the device can improve the pile bearing capacity greatly, is 3-4 times of traditional pile bearing capacity, and simultaneously, the pile pressing frame can become whole zero by the dismantlement of individual stock, has significantly reduced intensity of labour, and is easy and simple to handle, improves work efficiency greatly, reduce cost.
Drawings
Fig. 1 is a schematic structural diagram of a static pressure pile frame of an 800-ton ultra-large tonnage anchor rod;
fig. 2 is a plan layout view of a static pressure pile frame of an 800-ton ultra-large tonnage anchor rod.
In the figure: 1. hoisting the beam; 2. pressing a pile cross beam; 3. finish rolling the deformed steel anchor rod; 4. finish rolling the deformed steel bar connector; 5. a basic raft plate; 6. a jack; 7. pile pressing holes; 8. a steel pipe; 9. pre-buried anchor rod.
Detailed Description
In combination with the drawings of the embodiments of the present invention, the following will clearly and completely describe the technical solutions of the embodiments of the present invention.
Example (b): referring to fig. 1 and 2, the present invention provides a technical solution: the 800-ton ultra-large tonnage anchor rod static pressure pile frame comprises a hoisting crossbeam 1, a pile pressing crossbeam 2, a finish rolling deformed steel anchor rod 3, a finish rolling deformed steel connector 4, a basic raft 5, a jack 6, a steel pipe 8 and a pre-buried anchor rod 9, wherein a pile pressing hole 7 is formed in the basic raft 5, the bottom end of the steel pipe 8 is arranged in the pile pressing hole 7 in a matched mode, the top end of the steel pipe 8 is connected with the jack 6, and the jack 6 is fixed on the hoisting crossbeam 1;
be provided with a plurality of pre-buried formula stock 9 in the raft foundation 5, basic raft foundation 5 is stretched out and the top of 3 through 4 fixed connection finish rolling screw-thread steel stock of finish rolling screw-thread steel connector on the top of every pre-buried formula stock 9, the top of finish rolling screw-thread steel stock 3 is fixed in on the hoist and mount crossbeam 1, be provided with pile pressing crossbeam 2 between hoist and mount crossbeam 1 and the steel pipe 8, be provided with the finish rolling screw-thread steel nut the same with 3 quantity of finish rolling screw-thread steel stock on the pile pressing crossbeam 2, so that pile pressing crossbeam 2 is fixed in the upper portion of finish rolling screw-thread steel stock 3 through the finish rolling screw-thread steel nut.
In the embodiment, 16 finish-rolled deformed steel bar anchor rods 3 are arranged; specifically, 8 finish-rolled deformed steel bar anchor rods 3 are symmetrically arranged on two sides of the pile pressing hole 7.
In this embodiment, each finish-rolled deformed steel bar anchor rod 3 and the corresponding finish-rolled deformed steel bar nut, the finish-rolled deformed steel bar connector 4 and the pre-embedded anchor rod 9 connected to the finish-rolled deformed steel bar anchor rod are all located on the same vertical line.
When concrete implementation, the utility model discloses the device adopts pre-buried formula stock 9 and finish rolling deformed steel bar stock 3 to connect through finish rolling deformed steel bar connector 4, and the fixed finish rolling deformed steel bar stock 3 of pile pressing crossbeam 2 and hoist and mount crossbeam 1 is passed through on upper portion simultaneously, forms a stable structural system, and pile pressing crossbeam 2 is fixed through the finish rolling deformed steel bar nut, and at the pile pressing in-process, finish rolling deformed steel bar stock 3 is in and is drawn the state, does not have stability problem, satisfies the requirement of design and job site, and the suitability is stronger.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (3)
1.800 ton super large tonnage anchor rod static pressure pile frame, it includes hoist and mount crossbeam (1), pile pressing crossbeam (2), finish rolling screw-thread steel anchor rod (3), finish rolling screw-thread steel connector (4), basic raft board (5), jack (6), steel pipe (8) and pre-buried formula anchor rod (9), its characterized in that: pile pressing holes (7) are formed in the basic raft (5), the bottom ends of the steel pipes (8) are arranged in the pile pressing holes (7) in a matched mode, the top ends of the steel pipes (8) are connected with the jacks (6), and the jacks (6) are fixed on the hoisting cross beams (1);
be provided with a plurality ofly in basic raft (5) pre-buried formula stock (9), every the top of pre-buried formula stock (9) stretches out basic raft (5) and pass through finish rolling screw-thread steel connector (4) fixed connection the top of finish rolling screw-thread steel stock (3), the top of finish rolling screw-thread steel stock (3) is fixed in on hoist and mount crossbeam (1), hoist and mount crossbeam (1) with be provided with between steel pipe (8) pile pressing crossbeam (2), be provided with on pile pressing crossbeam (2) with the same finish rolling screw-thread steel nut of finish rolling screw-thread steel stock (3) quantity, so that pile pressing crossbeam (2) pass through finish rolling screw-thread steel nut is fixed in the upper portion of finish rolling screw-thread steel stock (3).
2. The static pressure pile frame of the 800-ton ultra-large tonnage anchor rod according to the claim 1, is characterized in that: the number of the finish-rolled deformed steel bar anchor rods (3) is 16.
3. The static pressure pile frame of the 800-ton ultra-large tonnage anchor rod according to the claim 1, is characterized in that: each finish rolling screw-thread steel stock (3) and the corresponding finish rolling screw-thread steel nut that is connected with it finish rolling screw-thread steel connector (4) and pre-buried formula stock (9) all are located same vertical line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120110109.6U CN214423362U (en) | 2021-01-15 | 2021-01-15 | 800 ton super-tonnage anchor rod static pressure pile frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120110109.6U CN214423362U (en) | 2021-01-15 | 2021-01-15 | 800 ton super-tonnage anchor rod static pressure pile frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214423362U true CN214423362U (en) | 2021-10-19 |
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ID=78056112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120110109.6U Active CN214423362U (en) | 2021-01-15 | 2021-01-15 | 800 ton super-tonnage anchor rod static pressure pile frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214423362U (en) |
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2021
- 2021-01-15 CN CN202120110109.6U patent/CN214423362U/en active Active
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