CN215518731U - Soft soil foundation pile construction equipment - Google Patents
Soft soil foundation pile construction equipment Download PDFInfo
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- CN215518731U CN215518731U CN202120995554.5U CN202120995554U CN215518731U CN 215518731 U CN215518731 U CN 215518731U CN 202120995554 U CN202120995554 U CN 202120995554U CN 215518731 U CN215518731 U CN 215518731U
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Abstract
The utility model belongs to the technical field of construction equipment, and particularly relates to soft soil foundation pile construction equipment which comprises a drilling component, an adjusting support component, a foundation pile pipe pre-assembly component and a concrete mixed pouring component, wherein the adjusting support component is used for supporting and transferring the drilling component, the drilling component is used for realizing the drilling on the ground, a pile pipe is placed in a hole through the foundation pile pipe pre-assembly component, and then concrete is poured into the placed pile pipe through the concrete mixed pouring component. The utility model solves the problem that the equipment in the prior art is inconvenient to transport; the foundation pile is slow in construction speed, and the requirement for constructing a foundation on soft soil cannot be met.
Description
Technical Field
The utility model belongs to the technical field of construction equipment, and particularly relates to soft soil foundation pile construction equipment.
Background
The foundation is a soil body or a rock body for supporting the foundation under the building, so that the foundation is the most basic ring in the house building process; when the bearing capacity of a natural soil layer is poor and the building load is large, an artificial foundation is often adopted;
the processing method of the artificial foundation comprises three methods:
1) a compaction method comprises the following steps: the heavy hammer or the road roller is used for tamping or compacting the weak soil layer, air among soil layer particles is extruded out, and the compactness of the soil is improved so as to increase the bearing capacity of the soil layer. The method does not use materials, is relatively economical and is suitable for the condition that the bearing capacity of the soil layer is not much different from the design requirement;
2) a soil replacement method: when the local foundation soil is partially or completely soft soil and is not suitable for being reinforced by a compaction method (such as silt, marsh, miscellaneous fill soil, holes and the like), the partially or completely soft soil can be removed and replaced by good soil, such as coarse sand, medium sand, sand stone material, lime soil and the like;
3) piling: the method is characterized in that a pile body is arranged in a soft soil layer, and a building is built on a pile, so that the method can be called as a pile foundation; (the artificial foundation is suitable for the conditions of small foundation bearing capacity and large total building load, but has higher construction cost).
The pile driving method has the advantages that the pile driving method is high in practicability by combining the artificial foundation processing methods, the pile driving method can be used regardless of wet sludge or soft soil, and the construction amount is small.
Chinese patent (publication number: CN210766764U) discloses a soft soil foundation piling device, which comprises a first annular frame, wherein a supporting structure and a piling structure are arranged on the first annular frame; the support structure includes: the supporting plates, the second annular frame, the rollers and the pair of first arc-shaped rods are arranged on the first annular frame; a pair of first arc recesses corresponding in position are seted up to first ring frame upper wall, and a pair of first arc pole is located first arc recess inside, all overlaps the first ring of a plurality of on a pair of first arc pole.
However, the prior art has the following problems:
1. the prior art can not realize the rapid construction of the foundation, the foundation is not only punched on the bottom surface, but also needs to be added with foundation piles to be used as the construction foundation of the building, and the soil is wet and is not convenient for the hardening of concrete under the condition of soft soil geology;
2. the prior art is not convenient for realize the transportation of equipment, and its practicality is relatively poor, and its pile driving equipment often need be operated between a plurality of building sites, has higher requirement to convenient transportation.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model provides soft soil foundation pile construction equipment, which is used for solving the problem that the equipment in the prior art is inconvenient to transport; the foundation pile is slow in construction speed and cannot meet the requirement of constructing a foundation on soft soil.
In order to solve the technical problems, the utility model adopts the following technical scheme:
a soft soil foundation pile construction equipment, includes the drilling subassembly, still includes:
the adjusting support assembly is connected with the drilling assembly and used for realizing folding and storage of the drilling assembly;
the foundation pile pipe pre-assembly component is connected with the drilling component, and after the drilling component drills, the prefabricated foundation pile pipe is arranged in a mounting hole drilled by the drilling component by the foundation pile pipe pre-assembly component;
and the concrete mixed pouring assembly is connected with the adjusting bracket assembly and is used for pouring the foundation pile pipe preinstalled in the mounting hole.
Preferably, the pile tube pre-assembly comprises a housing and a transfer mechanism disposed within the housing for transferring pre-fabricated pile tubes;
and the prefabricated foundation pile pipe is placed on a conveying mechanism, and the conveying mechanism conveys the prefabricated foundation pile pipe out of a pile pipe outlet at the bottom of the shell.
Preferably, the concrete mixing and pouring assembly comprises a stirring tank arranged on the adjusting bracket assembly, and the stirring tank adopts an adjustable supporting structure to regulate and control the stirring tank, so that the stirring tank is turned over.
Preferably, adjust the bracket component and include frame mechanism and swing joint in the anterior wheel of frame mechanism, realize the convenient removal of equipment.
Preferably, the conveying mechanism comprises a pile pipe pressing wheel and a pressing wheel rod movably connected with the pile pipe pressing wheel, the pressing wheel rod is connected with a spring, and the spring enables the pile pipe pressing wheel to generate pressure for extruding the foundation pile pipe, so that the foundation pile pipe is prevented from falling;
and the pile pipe pressing wheel realizes power transmission through a synchronous belt.
Compared with the prior art, the utility model has the following beneficial effects:
1. the soft soil foundation pile construction equipment can realize the quick construction of a foundation, can be used for constructing the foundation under the condition of soft soil geology, and can be filled into the pile pipe after the punching is finished, so that the concrete filled into the pile pipe can be quickly hardened, the construction period is shortened, and the foundation can be quickly constructed;
2. the soft soil foundation pile construction equipment can realize quick transportation of the equipment, has good practicability, and can quickly transport the pile construction equipment among a plurality of construction sites.
Drawings
FIG. 1 is a schematic structural view of a support state of the present invention;
FIG. 2 is a schematic structural diagram of a reset state of the present invention;
FIG. 3 is a schematic side view of the present invention;
FIG. 4 is a perspective view of the drilling assembly of the present invention;
FIG. 5 is a schematic cross-sectional view of a pile tube pre-assembly of the present invention;
FIG. 6 is a schematic view of a transfer mechanism according to the present invention;
reference numerals referred to in the drawings are:
a drilling component 1, a first supporting cylinder 110, a first supporting frame 120, a drilling slide rail bracket 130,
An adjusting bracket component 2,
A frame mechanism 210, a pulling fulcrum bar 2101, a first adjusting support frame 2102, a support frame 2103,
A front movable arm 220, an arm lever 2201, a second adjustable support frame 2202,
A wheel 230, a mud guard support plate 240,
A pile tube pre-assembly 3, a casing 310,
Concrete mixing and pouring assembly 4, stirring tank 410, rotating shaft 410A, adjustable supporting structure 420, concrete discharging port 430 and concrete pouring port 440.
Detailed Description
In order that those skilled in the art can better understand the present invention, the following technical solutions are further described with reference to the accompanying drawings and examples.
Example one
As shown in fig. 1 to 6, the soft soil foundation pile construction equipment comprises a drilling assembly 1, an adjusting bracket assembly 2, a foundation pile pipe pre-assembly 3 and a concrete mixing and pouring assembly 4, wherein the drilling assembly 1 is movably connected to the adjusting bracket assembly 2, the foundation pile pipe pre-assembly 3 is connected to the drilling assembly 1, the concrete mixing and pouring assembly 4 is arranged on the side portion of the drilling assembly 1, and the concrete mixing and pouring assembly 4 is connected with the upper portion of the adjusting bracket assembly 2.
Drilling subassembly 1 includes first support cylinder 110, first support frame 120, drilling slide rail bracket 130 and drilling subassembly 140, drilling slide rail bracket 130 one end and first support frame 120 upper portion swing joint, first support frame 120 lower part and regulation bracket component 2 fixed connection, drilling slide rail bracket 130 lateral part is located to first support cylinder 110, first support cylinder 110 one end and regulation bracket component 2 upper portion swing joint, the first support cylinder 110 other end and drilling slide rail bracket 130 swing joint, drilling subassembly 140 connects on drilling slide rail bracket 130.
The drilling assembly 140 comprises a transmission mechanism 1401, a side sliding block 1402, a drilling pushing piece 1403, a drilling transmission shaft 1404 and a drilling power module 1405, wherein the transmission mechanism 1401 is movably connected with the drilling pushing piece 1403 and the drilling transmission shaft 1404, the drilling pushing piece 1403 is in transmission connection with the drilling transmission shaft 1404 through the transmission mechanism 1401, the side sliding blocks 1402 are fixedly connected to two sides of the transmission mechanism 1401, the drilling power module 1405 is in transmission connection with one end of the drilling transmission shaft 1404, and a claw 1403A is arranged on the lower portion of the drilling pushing piece 1403.
The adjusting bracket assembly 2 comprises a frame mechanism 210, a front movable support arm 220, two wheels 230 and a mud-blocking support plate 240, wherein the front movable support arms 220 are arranged on two sides of the front part of the frame mechanism 210, the front movable support arms 220 are movably connected with the frame mechanism 210, the two wheels 230 are movably connected with the lower part of the frame mechanism 210, the mud-blocking support plate 240 is arranged on the upper parts of the wheels 230, and the mud-blocking support plate 240 is fixedly connected with the frame mechanism 210;
the frame mechanism 210 comprises a pulling fulcrum bar 2101, a first adjusting support frame 2102 and a support frame 2103, wherein the rear part of the first adjusting support frame 2102 is provided with two pulling fulcrum bars 2101, the two pulling fulcrum bars 2101 are connected to two sides of the support frame 2103, and the pulling fulcrum bars 2101 are fixedly connected with the rear part of the support frame 2103;
the front movable arm 220 comprises an arm lever 2201 and a second adjusting support frame 2202, wherein one end of the arm lever 2201 is fixedly connected with the second adjusting support frame 2202.
Example two
This embodiment is made on the basis of the first embodiment, and mainly describes the structure of the soft soil foundation pile construction equipment fixing member of the present invention.
As shown in fig. 1 to 6, the soft soil foundation pile construction equipment comprises a drilling assembly 1, an adjusting bracket assembly 2, a foundation pile pipe pre-assembly 3 and a concrete mixing and pouring assembly 4, wherein the drilling assembly 1 is movably connected to the adjusting bracket assembly 2, the foundation pile pipe pre-assembly 3 is connected to the drilling assembly 1, the concrete mixing and pouring assembly 4 is arranged on the side portion of the drilling assembly 1, and the concrete mixing and pouring assembly 4 is connected with the upper portion of the adjusting bracket assembly 2.
Drilling subassembly 1 includes first support cylinder 110, first support frame 120, drilling slide rail bracket 130 and drilling subassembly 140, drilling slide rail bracket 130 one end and first support frame 120 upper portion swing joint, first support frame 120 lower part and regulation bracket component 2 fixed connection, drilling slide rail bracket 130 lateral part is located to first support cylinder 110, first support cylinder 110 one end and regulation bracket component 2 upper portion swing joint, the first support cylinder 110 other end and drilling slide rail bracket 130 swing joint, drilling subassembly 140 connects on drilling slide rail bracket 130.
The drilling assembly 140 comprises a transmission mechanism 1401, a side sliding block 1402, a drilling pushing piece 1403, a drilling transmission shaft 1404 and a drilling power module 1405, wherein the transmission mechanism 1401 is movably connected with the drilling pushing piece 1403 and the drilling transmission shaft 1404, the drilling pushing piece 1403 is in transmission connection with the drilling transmission shaft 1404 through the transmission mechanism 1401, the side sliding blocks 1402 are fixedly connected to two sides of the transmission mechanism 1401, the drilling power module 1405 is in transmission connection with one end of the drilling transmission shaft 1404, and a claw 1403A is arranged on the lower portion of the drilling pushing piece 1403.
The adjusting bracket assembly 2 comprises a frame mechanism 210, a front movable support arm 220, two wheels 230 and a mud-blocking support plate 240, wherein the front movable support arms 220 are arranged on two sides of the front part of the frame mechanism 210, the front movable support arms 220 are movably connected with the frame mechanism 210, the two wheels 230 are movably connected with the lower part of the frame mechanism 210, the mud-blocking support plate 240 is arranged on the upper parts of the wheels 230, and the mud-blocking support plate 240 is fixedly connected with the frame mechanism 210;
the frame mechanism 210 comprises a pulling fulcrum bar 2101, a first adjusting support frame 2102 and a support frame 2103, wherein the rear part of the first adjusting support frame 2102 is provided with two pulling fulcrum bars 2101, the two pulling fulcrum bars 2101 are connected to two sides of the support frame 2103, and the pulling fulcrum bars 2101 are fixedly connected with the rear part of the support frame 2103;
the front movable arm 220 comprises an arm lever 2201 and a second adjusting support frame 2202, wherein one end of the arm lever 2201 is fixedly connected with the second adjusting support frame 2202.
The foundation pile pipe preassembly assembly 3 comprises a plurality of outer shells 310, a plurality of conveying mechanisms 320, pile pipes 330, gradient modules 340 and pile pipe outlets 350, wherein the conveying mechanisms 320 are longitudinally and equidistantly fixedly connected to the inner walls of the outer shells 310, the gradient modules 340 are arranged at the bottoms of the outer shells 310, the pile pipe outlets 350 are arranged in the middles of the gradient modules 340, the pile pipes 330 are arranged in a plurality, and the pile pipes 330 are arranged on the central axis of the outer shells 310.
Conveying mechanism 320 includes stake pipe pinch roller 3201, pinch roller rubber layer 3202, pinch roller pole 3203, spring 3204 and synchronous belt 3205, pinch roller pole 3203 one end and shell 310 inner wall swing joint, pinch roller pole 3203 other end and stake pipe pinch roller 3201 swing joint, pinch roller pole 3203 middle part is connected with spring 3204 one end, the spring 3204 other end and shell 310 inner wall connection, pinch roller rubber layer 3202 fixed connection is on the outer periphery of stake pipe pinch roller 3201, a plurality of stake pipe pinch rollers 3201 are through synchronous belt 3205 transmission connection.
The pile tube pre-assembly 3 is used for putting a plurality of pile tubes 330 into a drilled foundation hole, the conveying mechanism 320 is used for applying pressure to the pile tubes 330 and generating upward friction force to the pile tubes 330 by the pressure wheel rubber layer 3202 to prevent the pile tubes 330 from freely sliding downwards, and the pile tube pressure wheel 3201 is in transmission connection through a synchronous belt 3205 and can control the pile tubes 330 to move downwards.
Concrete mixing and pouring subassembly 4 includes agitator tank 410, adjustable bearing structure 420, concrete discharge gate 430 and concrete fill mouth 440, be equipped with pivot 410A on the agitator tank 410, agitator tank 410 is through pivot 410A and frame mechanism 210 upper portion swing joint, agitator tank 410 both sides are equipped with adjustable bearing structure 420, adjustable bearing structure 420 one end and agitator tank 410 swing joint, the adjustable bearing structure 420 other end and frame mechanism 210 swing joint, the anterior fixedly connected with concrete discharge gate 430 of agitator tank 410, concrete fill mouth 440 fixed connection is anterior in frame mechanism 210, concrete discharge gate 430 is connected with concrete fill mouth 440 through the pipeline.
The concrete mixing and pouring assembly 4 can realize angle adjustment under the supporting effect of the adjustable supporting structure 420, so that concrete can be discharged from the concrete discharge hole 430, and after the arrangement of the pile pipe 330 is completed, the concrete mixing and pouring assembly 4 can realize the pouring of the concrete.
The advantages of the second embodiment over the first embodiment are:
the pile tube pre-assembly in the second embodiment is used for conveying a plurality of pile tubes into a drilled foundation hole, the conveying mechanism is used for applying pressure to the pile tubes, the pressing wheel rubber layer generates upward friction force to the pile tubes to prevent the pile tubes from freely sliding downwards, and the pile tube pressing wheels are connected through a synchronous belt in a transmission mode and can control the pile tubes to move downwards.
The concrete mixing and pouring assembly can realize angle adjustment under the supporting effect of the adjustable supporting structure, so that concrete can be discharged from a concrete discharging port, and after pile pipe arrangement is completed, concrete is poured through the concrete mixing and pouring assembly.
The utility model discloses a use method does:
firstly, vertically arranging the drilling assembly at a position where a foundation needs to be built, then starting the drilling assembly, drilling a foundation hole, aligning a pile pipe outlet of the foundation pile pipe pre-assembly with the foundation hole, sending a plurality of pile pipes into the foundation hole, and pouring concrete into the pile pipes through the concrete mixing and pouring assembly, thereby completing the construction of the foundation pile.
The foregoing is merely an example of the present invention, and common general knowledge in the field of known specific structures and characteristics is not described herein in any greater extent than that known in the art, and it will be appreciated by those skilled in the art that the present invention has been made available to those skilled in the art after the filing date or priority date, and that the present invention may be implemented by those skilled in the art by applying ordinary skill in the art, without departing from the spirit and scope of the present invention. It should be noted that, for those skilled in the art, without departing from the structure of the present invention, several changes and modifications can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.
Claims (5)
1. The utility model provides a soft soil foundation pile construction equipment, includes drilling subassembly (1), its characterized in that:
further comprising:
the adjusting support assembly (2), the adjusting support assembly (2) is connected with the drilling assembly (1) and used for folding and accommodating the drilling assembly (1);
the foundation pile pipe pre-assembly component (3), the foundation pile pipe pre-assembly component (3) is connected with the drilling component (1), and after the drilling component (1) drills, the prefabricated foundation pile pipe is arranged in a mounting hole drilled by the drilling component (1) through the foundation pile pipe pre-assembly component (3);
and the concrete mixing pouring assembly (4), wherein the concrete mixing pouring assembly (4) is connected with the adjusting bracket assembly (2) and is used for pouring the foundation pile pipe (330) pre-installed in the mounting hole.
2. A soft soil foundation pile construction apparatus as claimed in claim 1, wherein:
the pile tube pre-assembly (3) comprises a housing (310) and a transport mechanism (320) arranged in the housing (310) for transporting a pre-fabricated pile tube (330);
the prefabricated foundation pile pipe (330) is placed on a conveying mechanism (320), and the conveying mechanism (320) sends the prefabricated foundation pile pipe (330) out of a pile pipe outlet (350) at the bottom of the shell (310).
3. A soft soil foundation pile construction apparatus as claimed in claim 1 or 2, wherein:
mix watering subassembly (4) including arranging agitator tank (410) on adjusting bracket component (2) in, agitator tank (410) adopt adjustable bearing structure (420) to its regulation and control, realize the upset of agitator tank (410).
4. A soft soil foundation pile construction apparatus as claimed in claim 3, wherein:
the adjusting support assembly (2) comprises a frame mechanism (210) and wheels (230) movably connected to the front portion of the frame mechanism (210), and convenient movement of the equipment is achieved.
5. A soft soil foundation pile construction apparatus as claimed in claim 2, wherein:
the conveying mechanism (320) comprises a pile tube pressing wheel (3201) and a pressing wheel rod (3203) movably connected with the pile tube pressing wheel, a spring (3204) is connected to the pressing wheel rod (3203), and the spring (3204) enables the pile tube pressing wheel (3201) to generate pressure for extruding the base pile tube (330) so as to prevent the base pile tube (330) from falling;
the pile tube pressing wheel (3201) realizes power transmission through a synchronous belt (3205).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120995554.5U CN215518731U (en) | 2021-05-11 | 2021-05-11 | Soft soil foundation pile construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120995554.5U CN215518731U (en) | 2021-05-11 | 2021-05-11 | Soft soil foundation pile construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215518731U true CN215518731U (en) | 2022-01-14 |
Family
ID=79803968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120995554.5U Expired - Fee Related CN215518731U (en) | 2021-05-11 | 2021-05-11 | Soft soil foundation pile construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215518731U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115354662A (en) * | 2022-09-14 | 2022-11-18 | 湖北萨莱玛木结构工程有限公司 | Dampproofing construction frock of log cabin ground |
-
2021
- 2021-05-11 CN CN202120995554.5U patent/CN215518731U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115354662A (en) * | 2022-09-14 | 2022-11-18 | 湖北萨莱玛木结构工程有限公司 | Dampproofing construction frock of log cabin ground |
| CN115354662B (en) * | 2022-09-14 | 2023-10-27 | 湖北萨莱玛木结构工程有限公司 | Moistureproof construction tool for wooden house foundation |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220114 |
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| CF01 | Termination of patent right due to non-payment of annual fee |