CN211256956U - Prefabricated concrete hollow pile - Google Patents

Prefabricated concrete hollow pile Download PDF

Info

Publication number
CN211256956U
CN211256956U CN201922096969.4U CN201922096969U CN211256956U CN 211256956 U CN211256956 U CN 211256956U CN 201922096969 U CN201922096969 U CN 201922096969U CN 211256956 U CN211256956 U CN 211256956U
Authority
CN
China
Prior art keywords
pile
pile body
alarm lamp
concrete hollow
trigger
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201922096969.4U
Other languages
Chinese (zh)
Inventor
樊虹利
孙志明
李文凯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shaanxi Vocational and Technical College
Original Assignee
Shaanxi Vocational and Technical College
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shaanxi Vocational and Technical College filed Critical Shaanxi Vocational and Technical College
Priority to CN201922096969.4U priority Critical patent/CN211256956U/en
Application granted granted Critical
Publication of CN211256956U publication Critical patent/CN211256956U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a prefabricated concrete hollow pile, including holding tightly the device, alarm device includes trigger, wire and alarm lamp, and the trigger sets up in the pile head, and the alarm lamp sets up on the lateral wall of pile body, and the alarm lamp is close to in the one end at pile body top, and the wire passes the pile body and is connected with the alarm lamp, is connected with the trigger in the wire embedding pile head. When the trigger is triggered, information is transmitted to the alarm lamp through the lead, and then alarm is achieved. The utility model discloses a trigger can in time pass through the alarm lamp with the impaired condition of pile head and give constructor.

Description

Prefabricated concrete hollow pile
Technical Field
The utility model relates to a foundation pile technical field especially relates to a prefabricated earth hollow pile that mixes.
Background
Currently, reinforced concrete piles used in construction work include solid piles and hollow piles. Although the solid pile has the advantages of high compressive strength and good section rigidity, the solid pile is not favored by people all the time due to high manufacturing cost, heavy weight and difficult hoisting and transportation; the hollow pile has the advantages of low manufacturing cost, light weight, relatively easy hoisting and transportation and the like, thereby being accepted by the market and popularized and used.
However, in order to drive (hammer), vibrate or statically press various pre-fabricated piles to a desired depth into the ground. During pile sinking or after pile sinking, due to loading and other reasons, the pile head is easy to damage, and the performance of the pile is damaged, but for the existing general pile body, the problem is difficult to find through observation.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at providing a prefabricated concrete hollow pile overcomes the problem of the impaired condition of unable observation pile head.
The utility model discloses an above-mentioned technical problem is solved to following technical means:
the utility model provides a prefabricated concrete hollow pile, includes pile body and pile head, the pile head is located the bottom of pile body, the pile body with the pile head is integrative to be formed, still including set up in the internal main muscle of pile body with center on the muscle of assisting of main muscle, including alarm device, alarm device includes trigger, wire and alarm lamp, the trigger set up in the pile head, the alarm lamp set up in on the lateral wall of pile body, the alarm lamp be close to in the one end at pile body top, the wire passes the pile body with the alarm lamp is connected, the wire embedding in the pile head with the trigger is connected.
Further, the pile body is a hexagonal cylinder.
Furthermore, three vertical through holes are formed in the pile body.
Further, the top of the pile body is also provided with an end plate, the end plate comprises three columns and a bottom plate, the columns are inserted into the through holes, and the columns are in clearance fit with the through holes.
Further, the cross section of the bottom plate is identical to that of the pile body, and the shape of the column is identical to that of the through hole.
Furthermore, reinforcing ribs are further arranged between the main ribs and the rectangular frames formed by the auxiliary ribs, and the reinforcing ribs, the main ribs and the auxiliary ribs are welded and fixed.
Furthermore, the tip of the pile head is provided with a hard drill.
The utility model has the advantages that: alarm device includes trigger, wire and alarm lamp, the trigger set up in the pile head, the alarm lamp set up in on the lateral wall of pile body, the alarm lamp be close to in the one end at pile body top, the wire passes the pile body with the alarm lamp is connected, the wire embedding in the pile head with the trigger is connected. When the trigger is triggered or damaged, information is transmitted to the alarm lamp through the lead, and then alarm is achieved. Trigger can in time with the impaired condition of pile head passes through the alarm lamp passes to constructor.
Drawings
Fig. 1 is a cross-sectional view of the present invention;
fig. 2 is a top view of the pile body of the present invention;
fig. 3 is an isometric view of an end plate of the present invention;
fig. 4 is a schematic structural diagram of the main reinforcement, the auxiliary reinforcement and the reinforcing rib in the pile body of the present invention;
the pile comprises a pile body 1, a through hole 11, a pile head 2, a main rib 3, an auxiliary rib 4, an alarm device 5, a trigger 51, a lead 52, an alarm lamp 53, an end plate 7, a column 61, a bottom plate 62, a reinforcing rib 7 and a drill bit 8.
Detailed Description
The invention will be described in detail with reference to the following drawings and specific embodiments:
as shown in fig. 1 to 4
A prefabricated concrete hollow pile comprises a pile body 1 and a pile head 2, wherein the pile head 2 is positioned at the bottom of the pile body 1, the pile body 1 and the pile head 2 are integrated, the outer wall of the pile body 1 is smoothly connected with the outer wall of the pile head 2, the prefabricated concrete hollow pile also comprises a main rib 3 arranged in the pile body 1 and an auxiliary rib 4 surrounding the main rib 3, the auxiliary rib 4 transversely surrounds the main rib 3, the distance between the adjacent auxiliary ribs 4 on the upper layer and the lower layer is equal, the prefabricated concrete hollow pile also comprises an alarm device 5, the alarm device 5 comprises a trigger 51, wire 52 and alarm lamp 53, trigger 51 set up in pile head 2, and trigger 51 is disposable, and trigger 51 is extruded or destroys and will send information to alarm lamp 53 through wire 52, and alarm lamp 53 sets up on the lateral wall of pile body 1, and alarm lamp 53 is close to the one end at pile body 1 top, and wire 52 passes pile body 1 and is connected with alarm lamp 53, and wire 52 imbeds in the pile head 2 and is connected with trigger 51. When pile sinking construction is carried out, pile head 2 and the mutual extrusion of ground are collided, if pile head 2 is extruded deformation or is destroyed, trigger 51 will be triggered, signals are sent out, transmit alarm lamp 53 through wire 52, alarm lamp 53 carries out the warning suggestion to transmit the directly perceived transmission of impaired volume of pile head 2 for constructor.
The pile body 1 is a hexagonal column. The outer surface area of the hexagonal pile under the same section of concrete is larger than that of the tubular pile, and the repose angle between the periphery of the appearance of the hexagonal pile body 1 and the soil in a soil layer is larger than that of a round friction factor, so that the hexagonal pile body 1 can obtain larger bearing capacity under the same geological conditions.
Three vertical through holes 11 are formed in the pile body 1. Through-hole 11 evenly sets up in pile body 1 along axial direction to practice thrift the preparation material, reduced the cost of manufacture, guaranteed hollow pile intensity moreover, avoided single through-hole 11 to destroy the phenomenon emergence of pile body 1 because of intensity is not enough.
The top of pile body 1 still is equipped with end board 7, end board 7 includes three cylinder 61 and bottom plate 62, cylinder 61 inserts in the through-hole 11, cylinder 61 with through-hole 11 clearance fit. End board 7 of pile body 1 is a stereoplasm steel block, and end board 7 can be dismantled with pile body 1 and be connected, during pile sinking, strikes on end board 7 to reduce the loss to hollow pile, further promotion hollow pile's performance, end board 7 can also be torn open used repeatedly moreover, saves the cost.
The cross section of the bottom plate 62 is the same as that of the pile body 1, and the shape of the column body 61 is the same as that of the through hole 11. The cross section of the bottom plate 62 is the same as or slightly larger than that of the pile body 1, so that the pile body 1 is completely covered, and the stress is more uniform during pile sinking.
And a reinforcing rib 7 is further arranged between the main rib 3 and the rectangular frame formed by the auxiliary ribs 4, and the reinforcing rib 7, the main rib 3 and the auxiliary ribs 4 are welded and fixed. The reinforcing rib 7 divides the rectangular frame formed by connecting the main rib 3 and the auxiliary rib 4 into two right-angled triangles, and the triangular frame has stability, so that the overall strength of the hollow pile is further enhanced.
The pointed part of pile head 2 is equipped with stereoplasm drill bit 8, and the intensity of drill bit 8 is higher than the column cap to can protect pile head 2 by the harm, and then improve the wholeness ability of hollow pile, improve the efficiency of construction.
The utility model discloses a use method as follows: and (3) inserting the end plate 7 into the through hole 11, vertically suspending the hollow pile, placing the hollow pile in a prefabricated foundation hole, knocking the pile body 1, or performing other pile sinking modes, and after the hollow pile is sunk to a preset position, detaching the end plate 7 for performing next pile sinking.
Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art will understand that the present invention can be modified or replaced with other embodiments without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims. The technology, shape and construction parts which are not described in detail in the present invention are all known technology.

Claims (7)

1. The utility model provides a precast concrete hollow pile, includes pile body and pile head, the pile head is located the bottom of pile body, the pile body with the pile head is integrative to be formed, still including set up in the internal main muscle of pile body with center on the muscle of assisting of main muscle, its characterized in that: including alarm device, alarm device includes trigger, wire and alarm lamp, the trigger set up in the pile head, the alarm lamp set up in on the lateral wall of pile body, the alarm lamp be close to in the one end at pile body top, the wire passes the pile body with the alarm lamp is connected, the wire embedding in the pile head with the trigger is connected.
2. A precast concrete hollow pile according to claim 1, characterized in that: the pile body is a hexagonal cylinder.
3. A precast concrete hollow pile according to claim 2, characterized in that: three vertical through holes are formed in the pile body.
4. A precast concrete hollow pile according to claim 3, characterized in that: the top of pile body still is equipped with the end board, the end board includes three cylinder and bottom plate, the cylinder inserts in the through-hole, the cylinder with through-hole clearance fit.
5. A precast concrete hollow pile according to claim 4, characterized in that: the cross section of the bottom plate is identical to that of the pile body, and the shape of the column is identical to that of the through hole.
6. A precast concrete hollow pile according to claim 1, characterized in that: and reinforcing ribs are further arranged between the main ribs and the rectangular frames formed by the auxiliary ribs, and the reinforcing ribs, the main ribs and the auxiliary ribs are welded and fixed.
7. A precast concrete hollow pile according to claim 1, characterized in that: the tip of the pile head is provided with a hard drill bit.
CN201922096969.4U 2019-11-28 2019-11-28 Prefabricated concrete hollow pile Expired - Fee Related CN211256956U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922096969.4U CN211256956U (en) 2019-11-28 2019-11-28 Prefabricated concrete hollow pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922096969.4U CN211256956U (en) 2019-11-28 2019-11-28 Prefabricated concrete hollow pile

Publications (1)

Publication Number Publication Date
CN211256956U true CN211256956U (en) 2020-08-14

Family

ID=71982617

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922096969.4U Expired - Fee Related CN211256956U (en) 2019-11-28 2019-11-28 Prefabricated concrete hollow pile

Country Status (1)

Country Link
CN (1) CN211256956U (en)

Similar Documents

Publication Publication Date Title
CN2906026Y (en) Double-barrel hard rock core drill for large-diameter pile hole
CN102286970B (en) Whole process construction method of driven cast-in-place piles and special purpose device thereof
CN107268604B (en) Construction system and construction method of hollow precast pile
CN103161155A (en) Pile machine special for immersed tube pressure filling pile, using method thereof and application thereof
CN216551900U (en) Drilling and grouting integrated foundation reinforcement structure for deep soft rock-soil body
CN210151728U (en) Tubular pile for foundation reinforcement
CN113737776B (en) Ultra-long steel pipe pile under condition of marine-facies deep mucky soil and construction method thereof
CN208933955U (en) Organizational pile foundation structure suitable for coral reef geology
CN211256956U (en) Prefabricated concrete hollow pile
CN206090565U (en) Concrete pile's construction equipment
CN2154288Y (en) Tube type mud auto-anchor solum anchor rod
CN207047834U (en) A kind of construction system of hollow preformed pile
CN212670554U (en) Full-casing hydraulic hammering soil-squeezing cast-in-place pile device
CN212896361U (en) Large-diameter pile grouting structure
CN211621666U (en) Full-paved long and short pile composite foundation-barrel offshore wind power foundation
CN211621665U (en) Composite foundation with externally arranged piles and offshore wind power foundation
CN113669003B (en) Construction method for wall protection pore-forming in deep filled stone and silt region
CN201526045U (en) Composite pipe pile
CN215518821U (en) Anchor rod for protecting side slope hanging net
CN110847215A (en) Full-paved long and short pile composite foundation-barrel offshore wind power foundation and construction method
CN217870450U (en) Foundation construction strengthening structure
CN113774909B (en) Hole forming construction method for double-layer steel casing in deep rockfill and sludge area
CN219195937U (en) Prefabricated screw pile
CN210263020U (en) Tubular pile with foundation reinforcement structure
CN212104095U (en) Civil engineering pile driver

Legal Events

Date Code Title Description
GR01 Patent grant
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: 20200814

Termination date: 20211128