CN217580150U - Steel-pipe pile is inserted and is beaten positioning system - Google Patents
Steel-pipe pile is inserted and is beaten positioning system Download PDFInfo
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- CN217580150U CN217580150U CN202221187954.4U CN202221187954U CN217580150U CN 217580150 U CN217580150 U CN 217580150U CN 202221187954 U CN202221187954 U CN 202221187954U CN 217580150 U CN217580150 U CN 217580150U
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Abstract
The utility model discloses a steel-pipe pile inserting and beating positioning system relates to bridge construction technical field. The steel pipe pile inserting, driving and positioning system comprises two supporting components, two first limiting components and a second limiting component, wherein the first limiting components correspond to the supporting components; the supporting components are fixedly arranged on the peripheral sides of the steel pipe piles, two cross beams are supported at the tops of the two supporting components, and the steel pipe piles are arranged between the two cross beams; the first limiting assemblies are arranged at the tops of the two cross beams and connected with the cross beams through fastening bolts; the second limiting component is arranged at the tops of the two cross beams and connected with the cross beams through the fastening bolts, the inserting and driving precision of the steel pipe pile is improved, errors of the plane position and the gradient of the steel pipe pile are reduced, potential safety hazards caused by dislocation and eccentric compression of the structural support nodes are reduced, and the problem of inserting and driving accurate positioning of the steel pipe pile under different topographic conditions is solved.
Description
Technical Field
The utility model belongs to the technical field of the bridge construction, especially, relate to a steel-pipe pile is inserted and is beaten positioning system.
Background
The steel pipe pile is widely applied to foundation pit support and building foundations, and a crane is usually adopted to be matched with a vibration hammer for sinking in the construction process, so that the inserting and driving operation of the steel pipe pile is realized.
However, the sinking accuracy of the steel pipe pile is difficult to ensure, and particularly, the steel pipe pile is difficult to insert and beat due to the fact that boulders or hard stratums are encountered in the construction process, so that the steel pipe pile deviates and inclines. Taking a steel trestle as an example, repeated pulling out of the adjusting position can cause soil around the steel pipe pile to be loosened, the side frictional resistance is greatly reduced, and the deviation and the inclination of the steel pipe pile can influence the bearing capacity of the steel pipe pile and the deviation of the Bailey beam node at the pile top, thereby causing great potential safety hazard.
Therefore, there is a great need to develop a steel pipe pile driving and positioning method, which can meet the accuracy requirement of steel pipe pile driving and inserting, reduce a series of treatment measures for steel pipe pile deviation, improve the convenience of construction, greatly save the cost, and reduce the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
The invention aims to solve the problems and provides a steel pipe pile inserting and driving positioning method, which solves the problem of deviation in the inserting and driving process of the steel pipe pile, eliminates the problem of potential safety hazard caused by deviation of the plane position and the gradient of the steel pipe pile, and has the advantages of simple structure, good applicability, simple and convenient operation, low investment cost, good popularization prospect and the like.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model relates to a steel pipe pile inserting, beating and positioning system, which comprises two supporting components, two first limiting components and a second limiting component, wherein the first limiting components correspond to the supporting components; the supporting components are fixedly arranged on the driven steel pipe piles, two cross beams are supported at the tops of the two supporting components, and the driven steel pipe piles are arranged between the two cross beams; the first limiting assemblies are arranged at the tops of the two cross beams, the first limiting assemblies are connected with the cross beams through fastening bolts, and the driven steel pipe piles are arranged on the inner sides of the first limiting assemblies; the second limiting assemblies are arranged at the tops of the two cross beams and connected with the cross beams through fastening bolts, steel pipe piles to be driven are arranged on the inner sides of the second limiting assemblies, and the steel pipe piles to be driven are arranged between the two cross beams.
Furthermore, the support component comprises two support locking hoops which are symmetrically arranged, and each support locking hoop consists of an arc-shaped steel hoop and two support plates; the two supporting plates are fixedly connected to two ends of the arc-shaped steel hoop, the two supporting plates on the supporting lock hoops which are symmetrically arranged are connected through fastening bolts, and the arc-shaped steel hoop is tightly attached to the periphery of the driven steel pipe pile or the steel pipe pile to be driven.
Further, the first limiting assembly comprises two limiting buckles which are oppositely arranged, and the two limiting buckles are arranged on two sides of the corresponding steel pipe pile and connected with the cross beam through fastening bolts.
Furthermore, the second limiting assembly comprises a limiting outer frame, and the limiting outer frame consists of two limiting columns arranged in parallel and two fixing columns arranged in parallel; the two fixing columns are located between the two opposite limiting columns and are fixedly connected with the limiting columns, and the limiting columns are connected with the cross beam through fastening bolts.
Further, spacing buckle, crossbeam and spacing post are double-pin I-steel structure.
Furthermore, two positioning steel plates are symmetrically arranged inside the limiting outer frame, positioning notches are formed in the surfaces of the positioning steel plates, and the positioning notches are attached to the peripheral sides of the steel pipe piles or the steel pipe piles to be driven; and a plurality of stiffening plates are arranged on the surface of the positioning steel plate.
The utility model discloses following beneficial effect has:
1. the utility model discloses a fix spacing on the steel-pipe pile, improved inserting of steel-pipe pile and beaten the precision, be different from the tradition and place the locating rack on ground to the requirement of topography and roughness, can be used to the aquatic, the unsmooth circumstances such as ground, can insert the steel-pipe pile of beating different positions department through lengthening the crossbeam in addition, realize that the steel-pipe pile is spacing each other, can be used as operation platform, the welding operation of being convenient for simultaneously.
2. The utility model discloses utilize shaped steel and staple bolt, insert through fixing spacing improvement on the steel-pipe pile and beat the precision, welding and cutting volume are less, and the preparation process has been simplified than traditional locating rack, can have enough to meet the need the use simultaneously, provide a simple and convenient, swift steel-pipe pile positioning method for similar construction, show superior technical advantage and good economic nature, have good popularization prospect.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the description below are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic plan view of the positioning of a steel pipe pile according to the present invention.
FIG. 2 is a schematic elevation view showing the positioning of the steel pipe pile according to the present invention.
Fig. 3 is a schematic structural view of the second limiting assembly.
FIG. 4 is a schematic view of a steel pipe pile mat according to the present invention.
Fig. 5 is a schematic plan view of the support assembly.
Fig. 6 is an elevational schematic view of the support assembly.
Fig. 7 is a schematic diagram of mutual limiting of the steel pipe piles according to the present invention.
In the drawings, the reference numbers indicate the following list of parts:
the method comprises the following steps of 1-supporting components, 11-supporting lock hoops, 111-arc-shaped steel hoops, 112-supporting plates, 2-first limiting components, 21-limiting buckles, 3-second limiting components, 31-limiting outer frames, 311-limiting columns, 312-fixing columns, 32-positioning steel plates, 33-positioning notches, 34-stiffening plates, 4-driven steel pipe piles, 5-cross beams, 6-steel pipe piles to be driven and 7-shoveling pads.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-7, the utility model relates to a steel pipe pile inserting and beating positioning system, which comprises two supporting components 1, two first limiting components 2 and a second limiting component 3, wherein the first limiting components 2 correspond to the supporting components 1; the supporting components 1 are fixedly arranged on the driven steel pipe piles 4, two cross beams 5 are supported at the tops of the two supporting components 1, the driven steel pipe piles 4 are arranged between the two cross beams 5, and the cross beams 5 are in a double-spliced I-shaped steel structure;
the first limiting assemblies 2 are arranged at the tops of the two cross beams 5, the first limiting assemblies 2 are connected with the cross beams 5 through fastening bolts, and the driven steel pipe piles 4 are arranged on the inner sides of the first limiting assemblies 2; the second limiting component 3 is arranged at the tops of the two cross beams 5 and connected with the cross beams 5 through fastening bolts, the steel pipe piles 6 to be driven are arranged on the inner side of the second limiting component 3, and the steel pipe piles 6 to be driven are arranged between the two cross beams 5.
In this embodiment, the supporting component 1 includes two supporting lock hoops 11 symmetrically arranged, and the supporting lock hoop 11 is composed of an arc-shaped steel hoop 111 and two supporting plates 112;
the two support plates 112 are fixedly connected to two ends of the arc-shaped steel hoop 111, the support plates 112 on the two symmetrically arranged support lock hoops 11 are connected through fastening bolts, and the arc-shaped steel hoop 111 is tightly attached to the periphery of the steel pipe pile 4 or the steel pipe pile 6 to be driven.
In the embodiment, the first limiting component 2 comprises two limiting buckles 21 which are oppositely arranged, the two limiting buckles 21 are arranged at two sides of the corresponding steel pipe pile, the limiting buckles 21 are connected with the cross beam 5 through fastening bolts, and the limiting buckles 21 are of a double-spliced I-shaped steel structure;
the second limiting component 3 comprises a limiting outer frame 31, and the limiting outer frame 31 is composed of two limiting columns 311 arranged in parallel and two fixing columns 312 arranged in parallel; the two fixing columns 312 are located between the two oppositely-arranged limiting columns 311, the fixing columns 312 are fixedly connected with the limiting columns 311, the limiting columns 311 are connected with the cross beam 5 through fastening bolts, and the limiting columns 311 are of double-spliced I-shaped steel structures.
In this embodiment, two positioning steel plates 32 are symmetrically arranged inside the limiting outer frame 31, positioning notches 33 are formed in the surfaces of the positioning steel plates 32, and the positioning notches 33 are fitted to the peripheral sides of the driven steel-pipe pile 4 or the driven steel-pipe pile 6; the positioning steel plate 32 is provided with a plurality of stiffening plates 34 on the surface.
A steel pipe pile inserting, driving and positioning method comprises the following steps:
the method comprises the following steps: after the construction of the steel pipe piles 4 of the first section at the first position and the steel pipe piles 4 of the first section at the second position is finished, the support assemblies 1 are installed on the peripheral sides of the two steel pipe piles 4 at the two positions, and the two support assemblies 1 are at the same horizontal height;
step two: the hoisting cross beams 4 are placed on the supporting plates at two sides of the supporting component 1, so that the driven steel pipe pile 4 at the first position and the driven steel pipe pile 4 at the second position are both positioned between the two cross beams 4;
step three: after the second step is finished, mounting the first limiting component 2 on the driven steel pipe pile 4 at the first position and the driven steel pipe pile 4 at the second position, and connecting the two limiting buckles 21 on the first limiting component 2 with the cross beam 4 through fastening bolts;
step four: placing a second limiting component 3 at a position where the steel pipe pile needs to be inserted and driven in the extending direction of the cross beam 4, and fixing a limiting outer frame 31 on the second limiting component 3 on the cross beam 4 through a fastening bolt after the plane position is adjusted;
step five: after the fourth step is finished, hoisting the steel pipe pile 6 to be driven, inserting the steel pipe pile from the limiting outer frame 31 on the second limiting component 3, and starting to insert and drive the first section of the steel pipe pile 6 to be driven;
step six: after the first section of the steel pipe pile 6 to be driven is inserted and driven, the second limiting component 3 is moved and installed at the position of the driven steel pipe pile 4 at the first position, the supporting component 1 is installed at the position of the driven steel pipe pile 6 after insertion and driving is completed and used for supporting the two cross beams 4, and meanwhile the supporting component 1 at the position of the driven steel pipe pile 4 at the first position is disassembled;
step seven: and the second limiting component 3 is used as an operation platform to perform lengthening work on the steel pipe pile, and after the lengthening work is finished, the steel pipe pile 4 which is already driven at the first position and the steel pipe pile 6 which is to be driven are utilized to position the steel pipe pile 4 which is already driven at the second position and realize the inserting driving of the first section of the steel pipe pile 4 which is already driven at the first position, so that the mutual supporting and limiting among the steel pipe piles at different positions are realized.
In this embodiment, the sixth step is: after the first section of the steel pipe pile 6 to be driven is inserted and driven, the second limiting component 3 is moved and installed at the position of the driven steel pipe pile 4 at the second position, the supporting component 1 is installed at the position of the steel pipe pile 6 to be driven after the insertion and driving is completed and used for supporting the two cross beams 4, and meanwhile the supporting component 1 at the position of the driven steel pipe pile 4 at the second position is detached.
In this embodiment, the seventh step is: and the second limiting component 3 is used as an operation platform to perform lengthening work on the steel pipe pile, and after the lengthening work is finished, the steel pipe pile 4 which is already driven on the first position is positioned by using the driven steel pipe pile 4 on the second position and the steel pipe pile 6 which is to be driven, and the inserting driving of the first section of the driven steel pipe pile 4 on the first position is realized, so that the mutual supporting and limiting among the steel pipe piles at different positions are realized.
In this embodiment, the position between the cross beam 4 and the driven steel pipe pile 4 at the first position and the position between the cross beam 4 and the driven steel pipe pile 4 at the second position in the second step are both limited by the shoveling pads 7.
The utility model discloses at least, include following advantage:
firstly, the structure is simple: the device is only composed of profile steel and a hoop;
secondly, the operation is simple and convenient: the hoop of the device is connected with the steel pipe pile by bolts; the cross beam and the limiting frame are connected by welding; can be disassembled, and is simple, convenient and quick to operate.
Thirdly, the applicability is good: the device is through fixing spacing on the steel-pipe pile, improves the steel-pipe pile and inserts and beats the precision, is different from the tradition and places the locating rack on ground to the requirement of topography and roughness, can be used to the aquatic, the unsmooth circumstances such as ground, can insert the steel-pipe pile of beating different positions department through lengthening the crossbeam in addition, realizes that the steel-pipe pile is spacing each other, can be used as operation platform, the welding operation of being convenient for simultaneously.
Fourthly, the economical efficiency is good: the device utilizes shaped steel and staple bolt, and through fixing spacing improvement on the steel-pipe pile inserting the precision of beating, welding and cutting volume are less, have simplified the preparation process than traditional locating rack, can have enough to meet the need the use simultaneously.
Fifth, the popularization prospect is good: the simple, convenient and quick steel pipe pile positioning method is provided for similar construction, shows superior technical advantages and good economy, and has good popularization prospect.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended to aid in the description of the invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (6)
1. The utility model provides a steel-pipe pile insertion positioning system that beats which characterized in that: comprises the steps of (a) preparing a mixture of a plurality of raw materials,
two supporting components (1) are arranged on the base,
the two first limiting assemblies (2), the first limiting assemblies (2) correspond to the supporting assemblies (1);
a second limiting component (3),
the supporting components (1) are fixedly arranged on the peripheral sides of the steel pipe piles, two cross beams (5) are supported at the tops of the two supporting components (1), and the steel pipe piles are arranged between the two cross beams (5);
the first limiting assemblies (2) are arranged at the tops of the two cross beams (5), and the first limiting assemblies (2) are connected with the cross beams (5) through fastening bolts;
the second limiting component (3) is arranged at the tops of the two cross beams (5) and connected with the cross beams (5) through fastening bolts, the steel pipe piles to be inserted and driven are arranged on the inner side of the second limiting component (3), and the steel pipe piles to be inserted and driven are arranged between the two cross beams (5).
2. The steel pipe pile driving positioning system according to claim 1, wherein the support assembly (1) comprises two support locking hoops (11) which are symmetrically arranged, and the support locking hoops (11) comprise an arc-shaped steel hoop (111) and two support plates (112);
two backup pad (112) fixed connection is in the both ends of arc steel hoop (111), and the symmetry sets up two through fastening bolt connection between backup pad (112) on support lock hoop (11), arc steel hoop (111) closely laminates on steel-pipe pile week side.
3. The steel pipe pile driving positioning system according to claim 1, wherein the first limiting component (2) comprises two limiting buckles (21) which are oppositely arranged, the two limiting buckles (21) are arranged on two sides of the corresponding steel pipe pile, and the limiting buckles (21) are connected with the cross beam (5) through fastening bolts.
4. The steel pipe pile driving positioning system according to claim 3, wherein the second limiting component (3) comprises a limiting outer frame (31), and the limiting outer frame (31) is composed of two limiting columns (311) arranged in parallel and two fixing columns (312) arranged in parallel;
the two fixing columns (312) are located between the two oppositely-arranged limiting columns (311), the fixing columns (312) are fixedly connected with the limiting columns (311), and the limiting columns (311) are connected with the cross beam (5) through fastening bolts.
5. The steel pipe pile inserting and driving positioning system according to claim 4, wherein the limiting buckle (21), the cross beam (5) and the limiting column (311) are all of a double-spliced I-shaped steel structure.
6. The steel pipe pile driving positioning system according to claim 4, wherein two positioning steel plates (32) are symmetrically arranged inside the limiting outer frame (31), positioning notches (33) are formed in the surfaces of the positioning steel plates (32), and the positioning notches (33) are attached to the peripheral sides of the steel pipe piles; the surface of the positioning steel plate (32) is provided with a plurality of stiffening plates (34).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221187954.4U CN217580150U (en) | 2022-05-17 | 2022-05-17 | Steel-pipe pile is inserted and is beaten positioning system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221187954.4U CN217580150U (en) | 2022-05-17 | 2022-05-17 | Steel-pipe pile is inserted and is beaten positioning system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217580150U true CN217580150U (en) | 2022-10-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221187954.4U Active CN217580150U (en) | 2022-05-17 | 2022-05-17 | Steel-pipe pile is inserted and is beaten positioning system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217580150U (en) |
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- 2022-05-17 CN CN202221187954.4U patent/CN217580150U/en active Active
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