CN220620109U - Guide frame applied to steel sheet pile - Google Patents
Guide frame applied to steel sheet pile Download PDFInfo
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- CN220620109U CN220620109U CN202322197296.8U CN202322197296U CN220620109U CN 220620109 U CN220620109 U CN 220620109U CN 202322197296 U CN202322197296 U CN 202322197296U CN 220620109 U CN220620109 U CN 220620109U
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- steel sheet
- frame
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- positioning
- pile
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 100
- 239000010959 steel Substances 0.000 title claims abstract description 100
- 238000010276 construction Methods 0.000 abstract description 30
- 238000000034 method Methods 0.000 abstract description 6
- 230000008093 supporting effect Effects 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The application discloses a guide frame applied to steel sheet piles, which comprises two positioning pile groups extending along the laying direction of the steel sheet piles, wherein each positioning pile group comprises a plurality of positioning piles arranged at intervals; the outer side of the positioning pile group is detachably connected with a vertical positioning frame which is arranged along the vertical direction; the inner sides of the row-oriented pile groups are connected with guide beams; the interval between the two guide beams is used for the steel sheet pile to pass through. The method has the advantages that the perpendicularity of the steel sheet pile laying is effectively guaranteed, and the construction quality of the steel sheet pile is improved.
Description
Technical Field
The application relates to the technical field of steel sheet pile construction tools, in particular to a guide frame applied to a steel sheet pile.
Background
The construction of the existing pile-sinking type steel sheet pile is to set out a working surface required by the construction of the steel sheet pile after a constructor decides a pile-sinking axis at the construction position so as to determine the construction position of the steel sheet pile. The pile positioning of the steel sheet pile is a construction mode of marking specific pile positions in sequence and then piling step by step; however, the construction mode is easy to lead the laying of the steel sheet pile to deviate from the preset direction, the perpendicularity of the steel sheet pile laying is difficult to ensure, and the construction quality of the steel sheet pile is reduced; thus, improvements are needed.
Disclosure of Invention
In order to improve construction quality of steel sheet piles, the application provides a guide frame applied to the steel sheet piles.
The application provides a guide frame for steel sheet pile adopts following technical scheme:
the guide frame applied to the steel sheet piles comprises two rows of positioning pile groups which are arranged in an extending manner along the laying direction of the steel sheet piles, wherein each row of positioning pile groups comprises a plurality of positioning piles which are arranged at intervals; the outer side of the positioning pile group is detachably connected with a vertical positioning frame, and the vertical positioning frame is arranged along the vertical direction; the inner side of each row of positioning pile groups is connected with guide beams; the space between the two guide beams forms a pile sinking space for the steel sheet pile to pass through.
By adopting the technical scheme, the positioning pile group and the guide beam form a guide frame applied to the steel sheet pile; in the actual construction process, a worker sequentially lays a plurality of positioning piles into two rows along the pile sinking axis direction of the steel sheet pile, so that two-row positioning pile groups are installed on the actual pile sinking construction site of the steel sheet pile, and simultaneously, in order to improve the vertical accuracy of the positioning pile group laying, the vertical positioning frames can be placed on the construction site with flat ground to enable the positioning piles to be vertical to the ground, then guide beams are installed on the positioning pile groups, and the spacing between the two guide beams forms pile sinking spaces for the steel sheet pile to lay pile sinking; in practical construction, the distance between the two guide beams is not excessively large, and is generally slightly 8-15 mm larger than the thickness of the steel sheet pile; in the pile sinking process of the steel sheet pile, the steel sheet pile is abutted against the inner side walls of the guide beams from top to bottom from the position right above the two guide beams, and then piling operation is carried out; according to the construction mode, the steel sheet piles are paved according to the preset direction (the extending direction of the positioning pile group), so that the perpendicularity of paving the steel sheet piles is effectively guaranteed, and the construction quality of the steel sheet piles is improved.
Preferably, the positioning pile is connected with a limiting plate, and the limiting plate is abutted to the bottom of the guide beam.
Through adopting above-mentioned technical scheme, the limiting plate makes things convenient for the staff to place the nose girder behind the top of limiting plate, carries out welded fastening again or binds with the ribbon fixed work.
Preferably, the vertical positioning frame comprises a horizontal frame and a vertical frame, wherein the horizontal frame is fixedly connected with the vertical frame, and the horizontal frame is perpendicular to the vertical frame.
Through adopting above-mentioned technical scheme, horizontal frame and vertical frame constitution transversal personally submits right vertical locating rack structure to when placing vertical locating rack at the job site of pile sinking, be favorable to improving the straightness that hangs down of locating pile group, thereby indirectly improved the straightness that hangs down that the steel sheet pile was laid.
Preferably, the vertical frame is connected with a connecting lug, the connecting lug is provided with a threaded hole, the positioning pile is provided with a screw rod, and the screw rod penetrates through the threaded hole of the connecting lug and is in threaded connection with the connecting lug.
Through adopting above-mentioned technical scheme, vertical frame passes through engaging lug and realizes threaded connection with the spud, thereby vertical locating rack and spud realize detachable connection.
Preferably, the connecting lugs are provided with a plurality of threaded holes which are arranged at intervals; the connecting lugs are arranged in a one-to-one correspondence mode with the adjacent two positioning piles.
By adopting the technical scheme, a worker can insert the screw rods of the positioning piles into different threaded holes of the connecting lugs according to the actual interval between two adjacent positioning piles, so that the applicability of the connecting lugs is improved; the vertical positioning frame is connected with two adjacent positioning piles through the two connecting lugs, so that the connection stability of the vertical positioning frame and the positioning pile group is enhanced.
Preferably, the vertical positioning frame further comprises a diagonal brace rib plate, one end of the diagonal brace rib plate is connected with the horizontal frame, and the other end of the diagonal brace rib plate is connected with the vertical frame.
Through adopting above-mentioned technical scheme, the bracing floor is used for providing the supporting role to the workman adopts mechanical pile driver to carry out the pile sinking in the inside of two guide beams, and whole vertical positioning frame in the guide beam outside provides the support, makes guide beam and whole guide frame structure be difficult for taking place the slope because of the striking of steel sheet pile, has effectively guaranteed the straightness that hangs down of steel sheet pile sinking.
Preferably, the guide beam is further connected with a guide piece for providing the steel sheet pile placement guide, and the guide piece comprises guide blocks arranged in pairs.
Through adopting above-mentioned technical scheme, because the steel sheet pile is before carrying out the pile sinking operation, need grab the clamp steel sheet pile through the loop wheel machine earlier before carrying out the pile sinking operation with the steel sheet pile again passing the position between two guide rails, the guide provides the guide effect of placing when the steel sheet pile sinking this moment, is favorable to the staff to place the steel sheet pile in the position between two guide rails.
Preferably, the guide beam is I-steel.
By adopting the technical scheme, the I-steel has strong impact resistance, is favorable for workers to assemble the guide frame structure on a construction site, and provides corresponding supporting strength for subsequent steel sheet pile piling work.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the positioning pile group and the guide beam form a guide frame applied to the steel sheet pile; in the actual construction process, a worker sequentially lays a plurality of positioning piles into two rows along the pile sinking axis direction of the steel sheet pile, so that two-row positioning pile groups are installed on the actual pile sinking construction site of the steel sheet pile, and simultaneously, in order to improve the vertical accuracy of the positioning pile group laying, the vertical positioning frames can be placed on the construction site with flat ground to enable the positioning piles to be vertical to the ground, then guide beams are installed on the positioning pile groups, and the spacing between the two guide beams forms pile sinking spaces for the steel sheet pile to lay pile sinking; in practical construction, the distance between the two guide beams is not excessively large, and is generally slightly 8-15 mm larger than the thickness of the steel sheet pile; in the pile sinking process of the steel sheet pile, the steel sheet pile is abutted against the inner side walls of the guide beams from top to bottom from the position right above the two guide beams, and then piling operation is carried out; according to the construction mode, the steel sheet piles are paved according to the preset direction (the extending direction of the positioning pile group), so that the paving verticality of the steel sheet piles is effectively ensured, and the construction quality of the steel sheet piles is improved;
2. the inclined strut rib plates are used for providing a supporting function, so that when workers adopt mechanical pile drivers to perform pile sinking in the two guide beams, the whole vertical positioning frame on the outer side of the guide beams provides support, the guide beams and the whole guide frame structure are not easy to incline due to the collision of steel sheet piles, and the perpendicularity of the steel sheet pile sinking is effectively ensured;
3. before pile sinking operation, the steel sheet pile is required to pass through the position between the two guide beams after being clamped by the crane, and pile sinking operation is performed, and at the moment, the guide piece provides a placement guiding function when the steel sheet pile is driven, so that the steel sheet pile is placed at the position between the two guide beams by workers.
Drawings
Fig. 1 is a schematic view of the overall installation structure of a guide frame applied to a steel sheet pile according to an embodiment of the present application.
Fig. 2 is a schematic view of an overall installation structure of another view of a guide frame applied to a steel sheet pile according to an embodiment of the present application.
Fig. 3 is a partial enlarged view of a in fig. 2.
Reference numerals illustrate:
1. positioning a pile group; 11. positioning piles; 111. a limiting plate; 112. a screw; 2. a vertical positioning frame; 21. a connecting lug; 22. a horizontal frame; 23. a vertical frame; 24. diagonal bracing rib plates; 3. a guide beam; 4. a guide member; 41. a guide block; 42. an inclined surface; 60. steel sheet piles.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-3.
The embodiment of the application discloses a guide frame applied to a steel sheet pile. Referring to fig. 1 and 2, a guide frame applied to a steel sheet pile includes two sets of positioning piles 1 extending in a laying direction of a steel sheet pile 60, each set of positioning piles 1 including a plurality of positioning piles 11 arranged at intervals; the inner side of the positioning pile 11 is connected with a limiting plate 111, the limiting plate 111 is arranged along the horizontal direction, and the limiting plate 111 is abutted to the bottom of the guide beam 3; the outer side of the positioning pile group 1 is detachably connected with a vertical positioning frame 2, and the vertical positioning frame 2 is arranged along the vertical direction; the inner side of each row of the positioning pile group 1 is connected with a guide beam 3; the guide beam 3 is I-steel; the space between the two guide beams 3 is used for the steel sheet piles 60 to pass through; before the steel sheet pile 60 is driven, firstly, the steel sheet pile 60 is abutted against the inner side walls of the guide beams 3 from top to bottom from the position right above the two guide beams 3, and then piling operation is carried out; thereby being convenient for laying the steel sheet piles 60 according to a preset direction (the extending direction of the positioning pile group 1), effectively ensuring the laying verticality of the steel sheet piles 60 and improving the construction quality of the steel sheet piles 60.
Referring to fig. 1 and 2, the top of the vertical positioning frame 2 is connected with a connecting lug 21, the connecting lug 21 is provided with a threaded hole, the positioning pile 11 is provided with a screw 112, and the screw 112 passes through the threaded hole of the connecting lug 21 and is in threaded connection with the connecting lug 21; the vertical positioning frame 2 is in threaded connection with the positioning pile 11 through the connecting lugs 21, so that the vertical positioning frame 2 and the positioning pile 11 are in detachable connection. The connecting lugs 21 are provided with a plurality of threaded holes which are arranged at intervals; the vertical positioning frame 2 is provided with two connecting lugs 21, and the two connecting lugs 21 are arranged in one-to-one correspondence with the two adjacent positioning piles 11; the staff can insert the screw rods 112 of the positioning piles 11 into different threaded holes of the connecting lugs 21 according to the actual interval between two adjacent positioning piles 11, so that the applicability of the connecting lugs 21 is improved; the vertical positioning frame 2 is connected with two adjacent positioning piles 11 through two connecting lugs 21 at the same time, so that the connection stability of the vertical positioning frame 2 and the positioning pile group 1 is enhanced.
Referring to fig. 1 and 2, the vertical positioning frame 2 includes a horizontal frame 22 and a vertical frame 23, the horizontal frame 22 is fixedly connected with the vertical frame 23, and the horizontal frame 22 is perpendicular to the vertical frame 23; the horizontal frame 22 and the vertical frame 23 form a vertical positioning frame 2 structure with a right-angle cross section, so that when the vertical positioning frame 2 is placed on a construction site of pile sinking, the perpendicularity of the positioning pile group 1 is improved, and the perpendicularity of the steel sheet pile 60 is indirectly improved. The vertical positioning frame 2 further comprises two diagonal rib plates 24 which are arranged at intervals, and the two diagonal rib plates 24 are respectively positioned at two opposite ends of the vertical positioning frame 2; one end of the diagonal brace rib plate 24 is connected with the horizontal frame 22, and the other end of the diagonal brace rib plate 24 is connected with the vertical frame; the diagonal bracing rib plates 24 are used for providing supporting effect, so that when workers adopt mechanical pile drivers to pile driving in the two guide beams 3, the whole vertical positioning frame 2 outside the guide beams 3 provides supporting, and the guide beams 3 and the whole guide frame structure are not easy to incline due to the impact of the steel sheet piles 60, so that the perpendicularity of pile driving of the steel sheet piles 60 is effectively ensured.
Referring to fig. 2 and 3, the inner side wall of the guide beam 3 is also connected with a guide 4 for providing a placement guide for the steel sheet piles 60, and the guide 4 includes a plurality of pairs of guide blocks 41 arranged in pairs. The guide blocks 41 are arranged at intervals along the length direction of the guide beam 3; two guide blocks 41 of the same pair are respectively positioned on two opposite sides of the steel sheet pile 60; the top of the guide block 41 is provided with an inclined surface 42 at one side near the steel sheet pile 60, and the inclined surface 42 facilitates the insertion of the steel sheet pile 60 into a position between the two guide blocks 41 of the same pair.
The implementation principle of the guide frame applied to the steel sheet pile in the embodiment of the application is as follows: the worker sequentially lays a plurality of positioning piles 11 in two rows along the pile sinking axis direction of the steel sheet pile 60, so that the two-row positioning pile group 1 is installed on the actual pile sinking construction site of the steel sheet pile 60, and simultaneously, in order to improve the vertical accuracy of the laying of the positioning pile group 1, the vertical positioning frame 2 can be placed on the construction site with flat ground, so that the positioning piles 11 are vertical to the ground, then the guide beams 3 are installed on the positioning pile group 1, and at the moment, the space between the two guide beams 3 forms a pile sinking space for the steel sheet pile 60 to lay the pile sinking; in practical construction, the distance between the two guide beams 3 is not excessively large, and is generally slightly 8 to 15 mm larger than the thickness of the steel sheet pile 60; in the pile sinking process of the steel sheet piles 60, the steel sheet piles 60 are abutted against the inner side walls of the guide beams 3 from top to bottom from the position right above the two guide beams 3, and then piling operation is carried out; according to the construction mode of the technical scheme, the steel sheet piles 60 are paved according to the preset direction (the extending direction of the positioning pile group 1), so that the paving verticality of the steel sheet piles 60 is effectively ensured, and the construction quality of the steel sheet piles 60 is improved.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. A guide frame applied to steel sheet piles, characterized by comprising two rows of positioning pile groups (1) extending along the laying direction of the steel sheet piles (60), wherein each row of positioning pile groups (1) comprises a plurality of positioning piles (11) arranged at intervals; the outer side of the positioning pile group (1) is detachably connected with a vertical positioning frame (2), and the vertical positioning frame (2) is arranged along the vertical direction; the inner side of each row of positioning pile groups (1) is connected with guide beams (3); the space between the two guide beams (3) is used for the steel sheet pile (60) to pass through.
2. Guide frame for steel sheet piles according to claim 1, characterised in that the positioning piles (11) are connected with limiting plates (111), which limiting plates (111) are in abutment with the bottom of the guide beam (3).
3. Guide frame for steel sheet piles according to claim 1, characterised in that said vertical positioning frame (2) comprises a horizontal frame (22) and a vertical frame (23), said horizontal frame (22) being fixedly connected to said vertical frame (23), said horizontal frame (22) being perpendicular to said vertical frame (23).
4. A guide frame for steel sheet piles according to claim 3, wherein the vertical frame (23) is connected with a connecting lug (21), the connecting lug (21) is provided with a threaded hole, the positioning pile (11) is provided with a screw (112), and the screw (112) passes through the threaded hole of the connecting lug (21) and is in threaded connection with the connecting lug (21).
5. A guide frame for steel sheet piles according to claim 4, wherein said connecting lugs (21) are provided with a plurality of said threaded holes spaced apart; the connecting lugs (21) are arranged in a one-to-one correspondence mode, and the two connecting lugs (21) and the two adjacent positioning piles (11).
6. A guide frame for steel sheet piles according to claim 3, wherein said vertical positioning frame (2) further comprises diagonal bracing ribs (24), one end of said diagonal bracing ribs (24) being connected to said horizontal frame (22), the other end of said diagonal bracing ribs (24) being connected to said vertical frame.
7. A guide frame for steel sheet piles according to claim 1, wherein the guide beams (3) are further connected with guide members (4) for providing guidance for the placement of steel sheet piles (60), the guide members (4) comprising guide blocks (41) arranged in pairs.
8. A guide frame for steel sheet piles according to claim 7, wherein said guide beams (3) are i-beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322197296.8U CN220620109U (en) | 2023-08-15 | 2023-08-15 | Guide frame applied to steel sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322197296.8U CN220620109U (en) | 2023-08-15 | 2023-08-15 | Guide frame applied to steel sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220620109U true CN220620109U (en) | 2024-03-19 |
Family
ID=90234569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322197296.8U Active CN220620109U (en) | 2023-08-15 | 2023-08-15 | Guide frame applied to steel sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220620109U (en) |
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2023
- 2023-08-15 CN CN202322197296.8U patent/CN220620109U/en active Active
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