CN215053000U

CN215053000U - Construction device for pile foundation engineering

Info

Publication number: CN215053000U
Application number: CN202120518150.7U
Authority: CN
Inventors: 张振; 孙国泉; 马士强; 王庆国; 葛世龙; 谭善鹏; 闫秋君; 王振亚; 任传平; 范鹏鹏
Original assignee: Shandong Hi Speed Engineering Construction Group Co Ltd
Current assignee: Shandong Hi Speed Engineering Construction Group Co Ltd
Priority date: 2021-03-12
Filing date: 2021-03-12
Publication date: 2021-12-07
Anticipated expiration: 2031-03-12

Abstract

The application relates to a construction equipment of pile foundation engineering relates to the field of engineering construction, and construction equipment includes bottom plate, multiunit coupling assembling and polylith touch panel, set up the connecting hole that supplies the precast pile to pass on the bottom plate, coupling assembling and conflict board one-to-one, and coupling assembling connecting plate and conflict board to make the touch panel remove to the direction that is close to or keeps away from the connecting hole center, the touch panel sets up along connecting hole circumference, and the conflict board can be contradicted with the precast pile near the side of connecting hole. When lifting the precast pile to the connecting hole top, control coupling assembling for coupling assembling drives the position that the touch panel removed to contradict with the precast pile, thereby makes the difficult continuation of precast pile take place to rock, has reduced the time that the staff got into the connecting hole with the precast pile, thereby has realized the purpose that improves pile foundation engineering's efficiency of construction.

Description

Construction device for pile foundation engineering

Technical Field

The application relates to the field of engineering construction, in particular to a construction device for pile foundation engineering.

Background

Pile foundation construction refers to the process of constructing a building foundation. The pile foundation consists of piles and pile cap. The pile construction method is divided into two categories, namely a precast pile and a cast-in-place pile. The construction method of the precast pile comprises the following steps: the hammering method, the vibration method, the pressing-in method and the water jetting method are all methods that various construction machines are adopted to enable a precast pile to enter the soil so as to complete construction.

During pile laying in engineering construction, a connecting hole needs to be formed in the ground in advance, then the precast pile is hung above the connecting hole, and then the precast pile is placed into the connecting hole. When adopting this kind of mode to adorn down, when the precast pile lifted by crane the back and moved to the connecting hole top, the precast pile had one section long-time rocking, and the staff need wait for the precast pile to rock the degree and reduce the back gradually, slowly put into the connecting hole with it, consequently makes the time that the precast pile got into the connecting hole longer, leads to the efficiency of construction of pile foundation engineering lower.

SUMMERY OF THE UTILITY MODEL

In order to improve pile foundation engineering's efficiency of construction, this application provides a pile foundation engineering's construction equipment.

The application provides a pair of construction equipment of pile foundation engineering adopts following technical scheme:

the utility model provides a construction equipment of pile foundation engineering, includes bottom plate, multiunit coupling assembling and polylith touch panel, set up the connecting hole that supplies the precast pile to pass on the bottom plate, coupling assembling and conflict board one-to-one, and coupling assembling connecting plate and conflict board to make the touch panel remove to the direction that is close to or keeps away from the connecting hole center, the touch panel sets up along connecting hole circumference, and the side that the conflict board is close to the connecting hole can be contradicted with the precast pile.

Through adopting above-mentioned technical scheme, when lifting the precast pile to the connecting hole top, control coupling assembling for coupling assembling drives the position that the touch panel removed to contradict with the precast pile, thereby makes the difficult continuation of precast pile take place to rock, has reduced the time that the staff got into the connecting hole with the precast pile, thereby has realized the purpose that improves pile foundation engineering's efficiency of construction.

Optionally, coupling assembling includes connecting plate and supporting seat, supporting seat and bottom plate fixed connection, connecting plate one side is connected with the conflict board, and the opposite side rotates with the supporting seat to make the conflict board remove to the direction of being close to or keeping away from the precast pile, be provided with on the bottom plate and be used for driving connecting plate pivoted driving piece.

Through adopting above-mentioned technical scheme, control drive assembly for the supporting seat rotates, thereby makes the connecting plate drive the touch panel and rotates to the position of contradicting with the precast pile, thereby makes the precast pile difficult continuation emergence under the touch panel effect rock.

Optionally, the contact plate is connected with the connecting plate in a rotating mode, and the rotating axis of the contact plate and the connecting plate is perpendicular to the axis of the precast pile.

Through adopting above-mentioned technical scheme, conflict board is connected with the rotation of connecting plate for can take place to rotate after conflict board and connecting plate, thereby increase the area of contact of conflict board and precast pile.

Optionally, the conflict board is including connecting the daughter board and contradicting the daughter board, it is connected with the connecting plate to connect the daughter board, conflict daughter board is located and connects one side that the daughter board kept away from the connecting plate, and contradicts the daughter board and pass through elastomeric buffer and be connected with the daughter board.

Through adopting above-mentioned technical scheme, elastic buffer's setting plays the cushioning effect to the connecting plate to make the precast pile be connected with the rotation of bottom plate to the indestructible supporting seat of the impact force of touch-sensitive plate.

Optionally, the elastic buffer part is a buffer spring, the conflict daughter board is close to one side fixedly connected with guide bar of connecting the daughter board, the guide bar slides with the connection daughter board and is connected.

Through adopting above-mentioned technical scheme, the guide bar set up and play the guide effect to the removal of contradicting the daughter board to make buffer spring be difficult for appearing except that the deformation of guide bar axial other directions, thereby make buffer spring be difficult for being destroyed, with extension buffer spring's life.

Optionally, a positioning rod is arranged on the bottom plate, and one end of the positioning rod, which is far away from the touch plate, can be inserted into the soil.

Through adopting above-mentioned technical scheme, the setting up of locating lever makes the bottom plate be difficult for taking place relative displacement with ground, namely when making precast beam conflict with the conflict board, rocking of precast beam is difficult for driving the bottom plate and removes.

Optionally, the positioning rod is connected with the bottom plate in a sliding manner along the vertical direction.

Through adopting above-mentioned technical scheme, the locating lever is connected with sliding of bottom plate, and the staff of being convenient for inserts the locating lever in soil or extracts from soil.

Optionally, a support is arranged on the bottom plate, the support is provided with a positioning ring, the positioning ring slides along the vertical direction and is connected with the support, the positioning ring is sleeved outside the positioning rod, and an adjusting assembly used for adjusting the sliding of the positioning ring is arranged on the support.

Through adopting above-mentioned technical scheme, during the staff inserted the locating lever in soil, when needs extract the locating lever from soil, control adjusting part for the holding ring removes to the direction of keeping away from ground under the adjusting part effect, thereby makes the holding ring extract the locating lever from soil.

Optionally, the adjusting part includes the rotor plate, connects rope, conflict piece and footboard, the rotor plate is connected with the support rotation to make the rotor plate free end to the direction that is close to or keeps away from ground rotate, the footboard slides along vertical direction and one side that the holding ring was kept away from to the rotor plate and is connected, it is connected with the footboard to connect rope one end, and the other end is walked around the rotor plate and is connected with the holding ring, conflicts piece and support fixed connection, and conflicts the piece and is located the rotation orbit of rotor plate.

Through adopting above-mentioned technical scheme, step on the footboard for the footboard removes to the direction that is close to ground, and the footboard drags the connection rope simultaneously and makes the holding ring drive the locating lever and remove, thereby makes the locating lever extracted.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the arrangement of the contact plates enables the contact plates to move under the action of the connecting component until the contact plates are in contact with the precast piles, the precast piles are not prone to continuously shaking, the time for workers to enter the precast piles into the connecting holes is shortened, and therefore the purpose of improving the construction efficiency of pile foundation engineering is achieved;

2. the conflict daughter board passes through elastic buffer with the connection daughter board and is connected, when having reduced conflict daughter board and precast pile conflict, the precast pile is to connecting plate and conflict board hookup location's impact force to construction equipment's life has been improved.

Drawings

FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;

FIG. 2 is an enlarged schematic view of portion A of FIG. 1;

FIG. 3 is an enlarged schematic view of portion B of FIG. 1;

fig. 4 is an exploded view of the connection position of the positioning rod and the bottom plate in the embodiment of the present application.

Description of reference numerals: 100. a base plate; 110. connecting holes; 120. positioning holes; 200. a connecting assembly; 210. a connecting plate; 220. a supporting seat; 300. a touch plate; 310. connecting the daughter board; 311. a guide hole; 320. the sub-board is abutted; 321. a guide bar; 330. a buffer spring; 400. positioning a rod; 410. positioning the sub-rod; 420. positioning the sub-blocks; 500. a support; 510. a positioning ring; 511. a slider; 520. a support plate; 521. a chute; 600. an adjustment assembly; 610. a rotating plate; 611. a roller; 612. a sliding groove; 620. connecting ropes; 630. a pedal; 631. a sliding block; 640. a contact block; 700. a drive motor; 710. a first bevel gear; 720. a second bevel gear; 730. a first pulley; 740. a second pulley; 750. a drive belt.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses construction equipment of pile foundation engineering. Referring to fig. 1, the construction device includes a base plate 100 placed on the ground. The base plate 100 is formed with a connection hole 110 through which the precast pile passes. In order to make the bottom plate 100 and the ground not easy to generate relative displacement, a plurality of positioning rods 400 are arranged on the bottom plate 100, and in this embodiment, four positioning rods 400 are arranged.

Referring to fig. 2, the positioning rod 400 includes a positioning sub-rod 410 and a positioning sub-block 420, and the bottom plate 100 is provided with a positioning hole 120 for the positioning sub-rod 410 to pass through, so as to realize the sliding connection between the positioning rod 400 and the bottom plate 100. One end of the positioning sub-rod 410 is fixedly connected with the positioning sub-block 420, and the other end thereof passes through the positioning hole 120 and is inserted into the soil. The positioning sub-block 420 may interfere with a side of the base plate 100 away from the ground.

Referring to fig. 2 and 3, because the staff generally adopts modes such as hammering when inserting locating lever 400 into soil, the staff extracts locating lever 400 from soil and inconveniently applies force when locating lever 400 inserts too deeply, so for the staff to extract locating lever 400 from soil to be convenient for the staff to remove construction equipment, be provided with support 500 on bottom plate 100, support 500 comprises two parallel backup pads 520 that set up at an interval in this embodiment. A positioning ring 510 is arranged between the two support plates 520, a sliding groove 521 along the vertical direction is formed on one side of each of the two support plates 520, and a sliding block 511 connected with the sliding groove 521 in a sliding manner is fixedly connected to the positioning ring 510. The positioning ring 510 is disposed on the outer side of the positioning sub-rod 410, and the positioning ring 510 can abut against a side of the positioning sub-block 420 close to the positioning sub-rod 410. The bracket 500 is provided with an adjusting component 600 for adjusting the sliding of the positioning ring 510.

In this embodiment, the adjusting assembly 600 includes two rotating plates 610, two connecting ropes 620, two contact blocks 640, and a pedal 630. The rotating plate 610, connect rope 620, conflict piece 640 and connecting plate 210 one-to-one, and the rotating plate 610 rotates with the connecting plate 210 that corresponds and is connected, so that the rotating plate 610 free end rotates to the direction that is close to or keeps away from bottom plate 100, conflict piece 640 and the connecting plate 210 fixed connection that corresponds, and conflict piece 640 is located the rotation orbit of the rotating plate 610 that corresponds, thereby make to touch piece 640 and rotating plate 610 to the back, the rotating plate 610 is difficult for continuing to take place to rotate. A roller 611 is rotatably connected to a side of the rotating plate 610 away from the base plate 100. The two rotating plates 610 are provided with a sliding groove 612 along the vertical direction at one side far away from each other. The pedal 630 is provided with a hole for the rotation plate 610 to pass through, and a sliding block 631 slidably connected with the sliding groove 612 is fixedly connected to the pedal 630, so that the pedal 630 and the rotation plate 610 are slidably connected. One end of the connecting rope 620 is connected with the pedal 630 after passing around the roller 611 on the corresponding rotating plate 610, and the other end is fixedly connected with the positioning ring 510. The pedal 630 is stepped on, so that the pedal 630 moves towards the ground, and the connecting rope 620 is tensioned to drive the positioning sub-block 420 to move away from the ground, so as to pull the positioning sub-rod 410 out of the soil.

Referring to fig. 1 and 4, the construction apparatus further includes a plurality of sets of connection assemblies 200 and a plurality of contact plates 300, in this embodiment, there are two sets of connection assemblies 200, and there are two contact plates 300, and the connection assemblies 200 correspond to the contact plates 300 one to one.

The touch panel 300 includes a connection sub-panel 310 and a touch sub-panel 320, the touch sub-panel 320 is located at one side of the connection sub-panel 310 close to the precast pile, and the touch sub-panel 320 is connected with the connection sub-panel 310 through a plurality of elastic buffers. The elastic buffer member in this embodiment is a buffer spring 330, the abutting sub-board 320 is fixedly connected with a plurality of guide rods 321 near one side of the connection sub-board 310, the abutting sub-board 320 is provided with guide holes 311 corresponding to the guide rods 321 one to one, and the guide rods 321 are connected with the corresponding guide holes 311 in a sliding manner, so that the abutting sub-board 320 moves toward or away from the connection sub-board 310.

Specifically, the connection assembly 200 includes a connection plate 210 and a support base 220, the support base 220 is fixedly connected to the bottom plate 100, one end of the connection plate 210 is rotatably connected to the support base 220 through a rotation shaft, and the other end of the connection plate is connected to the connection sub-plate 310, so that the connection plate 210 drives the connection sub-plate 310 to rotate in a direction close to or away from the precast pile. In order to increase the contact area between the interference sub-plate 320 and the precast pile, the connection sub-plate 310 is rotatably connected to the connection plate 210, and the rotation axes of the connection sub-plate 310 and the connection plate 210 are axially parallel to the rotation axis.

Referring to fig. 1, a driving member for driving the supporting base 220 to rotate is disposed on the bottom plate 100. In this embodiment, the driving member is a driving motor 700, a first belt pulley 730 is coaxially and fixedly connected to an output shaft of the driving motor 700, and a second belt pulley 740 is coaxially and fixedly connected to one end of the rotating shaft corresponding to one group of the connecting assemblies 200. The first pulley 730 is in driving connection with the second pulley 740 via a driving belt 750. The first bevel gear 710 is coaxially and fixedly connected to one end of the rotating shaft corresponding to the two groups of connecting assemblies 200, the two second bevel gears 720 are rotatably connected to the bottom plate 100, and the two second bevel gears 720 are rotatably connected to the bottom plate 100 and coaxially and fixedly connected to the same. The first bevel gears 710 correspond to the second bevel gears 720 one to one, and the first bevel gears 710 are all meshed with the corresponding second bevel gears 720.

The implementation principle of the construction device of the pile foundation engineering is as follows: after hoisting the precast pile to lower stake hole top, start driving motor 700, make first belt pulley 730 drive second belt pulley 740 and rotate, thereby make second belt pulley 740 drive the pivot that corresponds and rotate, connecting plate 210 who is connected with this pivot promptly rotates, this epaxial first bevel gear 710 of commentaries on classics drives second bevel gear 720 and rotates, thereby make another pivot drive the connecting plate 210 that corresponds and rotate, thereby make to touch panel 300 rotate to the position of contradicting with the precast pile, make the precast pile difficult continuation take place to rock.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a construction equipment of pile foundation engineering, a serial communication port, including bottom plate (100), multiunit coupling assembling (200) and polylith touch panel (300), set up connecting hole (110) that supply the precast pile to pass on bottom plate (100), coupling assembling (200) and touch panel (300) one-to-one, and coupling assembling (200) connection bottom plate (100) and conflict board (300) to make touch panel (300) remove to the direction of being close to or keeping away from connecting hole (110) center, touch panel (300) set up along connecting hole (110) circumference, and touch panel (300) are close to the side of connecting hole (110) and the precast pile can conflict.

2. The construction device of the pile foundation engineering as claimed in claim 1, wherein the connecting assembly (200) comprises a connecting plate (210) and a supporting seat (220), the supporting seat (220) is fixedly connected with the bottom plate (100), one side of the connecting plate (210) is connected with the touch plate (300), the other side of the connecting plate is rotatably connected with the supporting seat (220) so that the touch plate (300) can move towards or away from the precast pile, and a driving member for driving the connecting plate (210) to rotate is arranged on the bottom plate (100).

3. The pile foundation engineering construction device according to claim 2, wherein the contact plate (300) is rotatably connected with the connecting plate (210), and the rotation axes of the contact plate (300) and the connecting plate (210) are perpendicular to the precast pile axis.

4. The construction device of a pile foundation project according to claim 3, wherein the touch panel (300) comprises a connection sub-panel (310) and an interference sub-panel (320), the connection sub-panel (310) is connected with the connection plate (210), the interference sub-panel (320) is located on one side of the connection sub-panel (310) far away from the connection plate (210), and the interference sub-panel (320) is connected with the connection sub-panel (310) through an elastic buffer.

5. The construction device of the pile foundation engineering as claimed in claim 4, wherein the elastic buffer is a buffer spring (330), a guide rod (321) is fixedly connected to one side of the interference sub-plate (320) close to the connection sub-plate (310), a guide hole (311) is formed in the connection sub-plate (310), and the guide rod (321) is connected with the guide hole (311) in a sliding manner.

6. The pile foundation engineering construction device according to claim 1, wherein the bottom plate (100) is provided with a positioning rod (400), and one end of the positioning rod (400) far away from the touch plate (300) can be inserted into the soil.

7. The apparatus for constructing a pile foundation project according to claim 6, wherein the positioning rod (400) is slidably coupled to the base plate (100) in a vertical direction.

8. The construction device of the pile foundation engineering as claimed in claim 7, wherein a support (500) is arranged on the bottom plate (100), a positioning ring (510) is arranged on the support (500), the positioning ring (510) is connected with the support (500) in a sliding manner along the vertical direction, the positioning ring (510) is sleeved on the outer side of the positioning rod (400), and an adjusting assembly (600) for adjusting the sliding of the positioning ring (510) is arranged on the support (500).

9. The construction device of a pile foundation project according to claim 8, wherein the adjusting assembly (600) comprises a rotating plate (610), a connecting rope (620), an interference block (640) and a pedal (630), the rotating plate (610) is rotatably connected with the bracket (500) so that the free end of the rotating plate (610) rotates towards the direction close to or away from the ground, the pedal (630) is slidably connected with the side of the rotating plate (610) away from the positioning ring (510) along the vertical direction, one end of the connecting rope (620) is connected with the pedal (630), the other end of the connecting rope bypasses the rotating plate (610) and is connected with the positioning ring (510), the interference block (640) is fixedly connected with the bracket (500), and the interference block (640) is located on the rotating track of the rotating plate (610).