CN204386489U - Sectional construction pile foundation boring operation platform - Google Patents
Sectional construction pile foundation boring operation platform Download PDFInfo
- Publication number
- CN204386489U CN204386489U CN201420849960.0U CN201420849960U CN204386489U CN 204386489 U CN204386489 U CN 204386489U CN 201420849960 U CN201420849960 U CN 201420849960U CN 204386489 U CN204386489 U CN 204386489U
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- Prior art keywords
- pile foundation
- operation platform
- plate
- monomer
- support body
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of sectional construction pile foundation boring operation platform, it comprises load-bearing support body and coupling assembling, described load-bearing support body is made up of several transversely arranged truss monomers, is removably connected between adjacent described truss monomer by described coupling assembling; This operation platform also comprise be located at below described load-bearing support body for supporting the lower supporting assembly of load-bearing support body and being located at the upper supporting component for supporting rig above described load-bearing support body; Sectional construction pile foundation boring operation platform of the present utility model, according to building pile foundation plan-position and drilling sequences, can design the combination of truss monomer before drilling construction, with the assembling in convenient construction process, the position of adjustment stand, mobile drill; When adopting this operation platform, stand can provide stable support for rig, and pile foundation construction can not coagulate by soil property place mud, rainy day etc. affects, and ensures pile foundation sequential production, reduces construction cost, improve efficiency of construction.
Description
Technical field
The utility model relates to a kind of building pile foundation appurtenance, particularly a kind of sectional construction pile foundation boring operation platform.
Background technology
Building pile foundation engineering drilling construction can take the method such as manually digging hole, mechanical hole building.During mechanical hole building pile foundation construction, if geological conditions is poor, during boring, need mud off to construct, cause place mud to coagulate, rig displacement inconvenience; If top layer, ground be flat field recently back fill course time, in addition rainwater impact, under the effects such as muddy water, place mud is solidifying thicker, causes disturbance during drilling-machine shifter to soil layer, stir into mud, drilling-machine shifter is extremely inconvenient, even cannot move, and has to stop work or take the measures such as place mat steel plate, both construction cost was added, again cannot smooth construction.Therefore, the solidifying process of soil layer geology building pile foundation construction plant mud, ensures that pile foundation sequential production has become a problem of puzzlement pile foundation construction.
Therefore, for solving the problem, just needing research and development a kind ofly can place mud be avoided when carrying out pile foundation construction to coagulate the device of impact, ensureing pile foundation sequential production, reducing construction cost, improving efficiency of construction.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of sectional construction pile foundation boring operation platform, and it can avoid place mud to coagulate the device of impact when carrying out pile foundation construction, ensures pile foundation sequential production, reduces construction cost, improves efficiency of construction.
Sectional construction pile foundation boring operation platform of the present utility model, it comprises load-bearing support body and coupling assembling, described load-bearing support body is made up of several transversely arranged truss monomers, is removably connected between adjacent described truss monomer by described coupling assembling; This operation platform also comprise be located at below described load-bearing support body for supporting the lower supporting assembly of load-bearing support body and being located at the upper supporting component for supporting rig above described load-bearing support body.
Further, described truss monomer comprise adopt channel-section steel to make upper chord, lower chord, vertical rod and brace, described upper chord, lower chord and vertical rod enclose quadra, and described brace is located at this square lower portion and is connected its diagonal angle.
Further, described coupling assembling comprises junction plate and connecting rod, and described junction plate is installed in vertical rod, and the two ends of described connecting rod connect the junction plate in two adjacent vertical rods respectively.
Further, the upper side and lower side of described vertical rod is equipped with for the connecting portion that be connected removable with junction plate, and the two ends of described connecting rod connect the junction plate being positioned at upside and the junction plate being positioned at downside respectively.
Further, described lower supporting assembly comprises the lower support beam and lower bolster that set gradually from top to bottom, described lower bolster comprises some pieces of horizontally-spliced backing plate monomers, described lower support beam extends along the orientation of truss monomer, and each described backing plate monomer is removably connected with between lower support beam.
Further, longitudinal two ends of described backing plate monomer upwards extend to form bend.
Further, described backing plate monomer is square metal plate, and described lower support beam is the lumps of wood.
Further, this operation platform also comprises U-bolt, pressing plate and nut, and described backing plate monomer and pressing plate are equipped with connecting hole, and described U-bolt passes the corresponding connecting hole of backing plate monomer and pressing plate in opening up mode and fixes with nut screw connection.
Further, described upper supporting component comprises the upper brace summer and upper supporting plate that set gradually from the bottom up, and described upper supporting plate comprises some pieces of horizontally-spliced support plate monomers.
Further, described support plate monomer is scaffold floor, and described upper brace summer is the lumps of wood.
The beneficial effects of the utility model: sectional construction pile foundation boring operation platform of the present utility model, can according to building pile foundation plan-position and drilling sequences, the combination of truss monomer is designed, with the assembling in convenient construction process, the position of adjustment stand, mobile drill before drilling construction; When adopting this operation platform, stand can provide stable support for rig, and pile foundation construction can not coagulate by soil property place mud, rainy day etc. affects, and ensures pile foundation sequential production, reduces construction cost, improve efficiency of construction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described:
Fig. 1 is overall structure reduced graph of the present utility model;
Fig. 2 is the structural representation of truss monomer of the present utility model;
Fig. 3 is the syndeton schematic diagram of lower support beam of the present utility model and lower bolster.
Detailed description of the invention
Fig. 1 is overall structure reduced graph of the present utility model, Fig. 2 is the structural representation of truss monomer of the present utility model, as shown in the figure: the sectional construction pile foundation boring operation platform of the present embodiment, it comprises load-bearing support body and coupling assembling, described load-bearing support body is made up of several transversely arranged truss monomers 1, is removably connected between adjacent described truss monomer 1 by described coupling assembling; This operation platform also comprise be located at below described load-bearing support body for supporting the lower supporting assembly of load-bearing support body and being located at the upper supporting component for supporting rig above described load-bearing support body; The quantity of truss monomer 1 can be determined according to specific needs; Lower supporting assembly directly contacts with construction plant, by the weight transfer on this operation platform to ground; According to building pile foundation plan-position and drilling sequences, the combination of truss monomer 1 can be designed before drilling construction, with the assembling in convenient construction process, the position of adjustment stand, mobile drill during construction; When adopting this operation platform, stand can provide stable support for rig, and pile foundation construction can not coagulate by soil property place mud, rainy day etc. affects, and ensures pile foundation sequential production, reduces construction cost, improve efficiency of construction.
In the present embodiment, described truss monomer 1 comprise adopt channel-section steel to make upper chord 11, lower chord 12, vertical rod 13 and brace 14, described upper chord 11, lower chord 12 and vertical rod 13 enclose quadra, and described brace 14 is located at this square lower portion and is connected its diagonal angle; In building trade, draw materials convenience, the wide material sources of channel-section steel, and also structural strength is higher, is suitable for the load-bearing as realizing the utility model object; Between each rod member by being spirally connected, the existing connected mode such as welding realizes fixing; The truss monomer 1 of this structure has stronger support performance.
In the present embodiment, described coupling assembling comprises junction plate 21 and connecting rod 22, and described junction plate 21 is installed in vertical rod 13, and the two ends of described connecting rod 22 connect the junction plate 21 in two adjacent vertical rods 13 respectively; Junction plate 21 is fixedly connected in vertical rod 13, and connecting rod 22 connects two junction plates 21; In the present embodiment, the upper side and lower side of described vertical rod 13 is equipped with for the connecting portion 13a that be connected removable with junction plate 21, and the two ends of described connecting rod 22 connect the junction plate 21 being positioned at upside and the junction plate 21 being positioned at downside respectively; Connecting rod 22 is obliquely installed, and its fixed effect is better, and has certain flexing resistance.
In the present embodiment, described lower supporting assembly comprises the lower support beam 3 and lower bolster 4 that set gradually from top to bottom, described lower bolster 4 comprises some pieces of horizontally-spliced backing plate monomer 4a, described lower support beam 3 extends along the orientation of truss monomer 1, and each described backing plate monomer 4a is removably connected with between lower support beam 3; The quantity of backing plate monomer 4a can be determined according to specific needs; Longitudinal two ends of described backing plate monomer 4a upwards extend to form bend 4b, and the effect of bend 4b is similar to handle, is convenient to dismantle; Described backing plate monomer 4a is preferably square metal plate, and described lower support beam 3 is preferably the lumps of wood; The specification of square metal plate is preferably long 100cm, wide 50cm; In the present embodiment, this operation platform also comprises U-bolt 91, pressing plate 92 and nut 93, described backing plate monomer 4a and pressing plate 92 are equipped with connecting hole (not shown), and described U-bolt 91 passes the corresponding connecting hole of backing plate monomer 4a and pressing plate 92 in opening up mode and coordinates with nut 93 fixing; This structure can keep the stability in use of this operation platform, strengthens its structural strength simultaneously, reduces manufacturing cost.
In the present embodiment, described upper supporting component comprises the upper brace summer 5 and upper supporting plate 6 that set gradually from the bottom up, and described upper supporting plate 6 comprises some pieces of horizontally-spliced support plate monomer 6a; The quantity of support plate monomer 6a can be determined according to specific needs; Described support plate monomer 6a is preferably scaffold floor, and described upper brace summer 5 is preferably the lumps of wood; Scaffold floor can adopt steel, wood, bamboo wood material to make, and its specification is preferably long 100cm, wide 50cm, can bear rig weight; This structure is conducive to reducing cost of production.
What finally illustrate is, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (10)
1. a sectional construction pile foundation boring operation platform, it is characterized in that: it comprises load-bearing support body and coupling assembling, described load-bearing support body is made up of several transversely arranged truss monomers, is removably connected between adjacent described truss monomer by described coupling assembling; This operation platform also comprise be located at below described load-bearing support body for supporting the lower supporting assembly of load-bearing support body and being located at the upper supporting component for supporting rig above described load-bearing support body.
2. sectional construction pile foundation boring operation platform according to claim 1, it is characterized in that: described truss monomer comprise adopt channel-section steel to make upper chord, lower chord, vertical rod and brace, described upper chord, lower chord and vertical rod enclose quadra, and described brace is located at this square lower portion and is connected its diagonal angle.
3. sectional construction pile foundation boring operation platform according to claim 2, it is characterized in that: described coupling assembling comprises junction plate and connecting rod, described junction plate is installed in vertical rod, and the two ends of described connecting rod connect the junction plate in two adjacent vertical rods respectively.
4. sectional construction pile foundation boring operation platform according to claim 3, it is characterized in that: the upper side and lower side of described vertical rod is equipped with for the connecting portion that be connected removable with junction plate, the two ends of described connecting rod connect the junction plate being positioned at upside and the junction plate being positioned at downside respectively.
5. sectional construction pile foundation boring operation platform according to claim 1, it is characterized in that: described lower supporting assembly comprises the lower support beam and lower bolster that set gradually from top to bottom, described lower bolster comprises some pieces of horizontally-spliced backing plate monomers, described lower support beam extends along the orientation of truss monomer, and each described backing plate monomer is removably connected with between lower support beam.
6. sectional construction pile foundation boring operation platform according to claim 5, is characterized in that: longitudinal two ends of described backing plate monomer upwards extend to form bend.
7. sectional construction pile foundation boring operation platform according to claim 5, it is characterized in that: described backing plate monomer is square metal plate, described lower support beam is the lumps of wood.
8. sectional construction pile foundation boring operation platform according to claim 7, it is characterized in that: this operation platform also comprises U-bolt, pressing plate and nut, described backing plate monomer and pressing plate are equipped with connecting hole, and described U-bolt passes the corresponding connecting hole of backing plate monomer and pressing plate in opening up mode and fixes with nut screw connection.
9. sectional construction pile foundation boring operation platform according to claim 5, is characterized in that: described upper supporting component comprises the upper brace summer and upper supporting plate that set gradually from the bottom up, and described upper supporting plate comprises some pieces of horizontally-spliced support plate monomers.
10. sectional construction pile foundation boring operation platform according to claim 9, it is characterized in that: described support plate monomer is scaffold floor, described upper brace summer is the lumps of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420849960.0U CN204386489U (en) | 2014-12-29 | 2014-12-29 | Sectional construction pile foundation boring operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420849960.0U CN204386489U (en) | 2014-12-29 | 2014-12-29 | Sectional construction pile foundation boring operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204386489U true CN204386489U (en) | 2015-06-10 |
Family
ID=53359220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420849960.0U Expired - Fee Related CN204386489U (en) | 2014-12-29 | 2014-12-29 | Sectional construction pile foundation boring operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204386489U (en) |
-
2014
- 2014-12-29 CN CN201420849960.0U patent/CN204386489U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150610 Termination date: 20181229 |