CN210482318U

CN210482318U - Building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast

Info

Publication number: CN210482318U
Application number: CN201921247287.2U
Authority: CN
Inventors: 颜翔; 付军平
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-08-05
Filing date: 2019-08-05
Publication date: 2020-05-08
Anticipated expiration: 2029-08-05

Abstract

The utility model discloses a building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast, which comprises a base, the right side position rigid coupling on the upper side of base has stabilizing mean, the top of base is equipped with a plurality of pile bodies, and a plurality of pile bodies are in proper order head and the tail link to each other and pass through screw thread looks rigid coupling, below the bottom of pile body links to each other with the top screw thread of base, and is a plurality of both ends all are connected with a backplate, two the top around the pile body a backplate all through supporting mechanism and stabilizing mean looks rigid coupling. This building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast through the cooperation of connecting rod and screw hole, has realized the connection of a plurality of pile bodies, through the cooperation of pipe box and pin rod, has realized the connection between a plurality of strutted boards, through the effect of crossbeam, has realized the rigid coupling of strutted board with the pile body, through above-mentioned structure, realizes the reinforcement of rectifying to the target position, just because the utility model discloses a combinability makes the utility model discloses can use multiple support environment, improve the suitability.

Description

Building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast

Technical Field

The utility model relates to a building foundation ditch reinforcement technical field that rectifies fast specifically is a building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast.

Background

The support pile mainly bears the pile of the transverse thrust. The pile is generally used for foundation pit support, side slope support and landslide control, bears horizontal soil pressure or landslide thrust, generally needs higher reinforcement than a foundation pile bearing vertical force, and is often used together with an anchor rod (cable) (pile anchor structure). The existing fast deviation rectifying and reinforcing support pile for the building foundation pit does not have a combined structure, so that the appearance of the existing fast deviation rectifying and reinforcing support pile cannot be changed according to actual conditions when the existing fast deviation rectifying and reinforcing support pile is used, and the adaptability of the existing fast deviation rectifying and reinforcing support pile is poor.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast to solve the current building foundation ditch reinforcement fender pile that rectifies fast that proposes in the above-mentioned background art and do not have the structure of combination, make it can't change the appearance according to actual conditions when using, lead to the relatively poor problem of its adaptability.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast, includes the base, the right side position rigid coupling on the upper side of base has stabilizing mean, the top of base is equipped with a plurality of pile bodies, and a plurality of pile bodies are first and last in proper order and the screw thread links to each other, the below the bottom of pile body links to each other with the top screw thread of base, and is a plurality of both ends all are connected with a backplate around the pile body, two the top the backplate all through supporting mechanism and stabilizing mean looks rigid coupling.

Preferably, the base includes first pillar, spud pile, first cross through-hole and spliced pole, the bottom of first pillar and the top looks rigid coupling of spud pile, first cross through-hole has been seted up on the top of first pillar, the right-hand member of first pillar upper-hand member position on the upper side and the left end rigid coupling of spliced pole.

Preferably, stabilizing mean includes horizontal pole, diaphragm, slide bar, spout, backing pin and slide, the right side of horizontal pole is on the upper side the position rigid coupling has the diaphragm, the left end rigid coupling of horizontal pole has the slide bar, the slide bar passes through spout and spliced pole looks rigid coupling, the equal rigid coupling in both sides has the backing pin around the left end of slide bar, two the backing pin all slides with the spliced pole through the slide and links to each other.

Preferably, the pile body includes second pillar, second cross through-hole, screw hole and connecting rod, the screw hole has been seted up on the top of second pillar, the second cross through-hole has been seted up to the screw hole below of second pillar, the bottom rigid coupling of second pillar has the connecting rod, and is a plurality of link to each other through connecting rod and screw hole screw thread between the pile body.

Preferably, the supporting plate includes riser, adapter sleeve, crossbeam, pipe box and pin rod, two the riser symmetry sets up in the both sides of pile body, the crossbeam runs through the second pillar through second cross through-hole, the both ends of crossbeam cup joint with the adapter sleeve of two supporting plates respectively mutually, the front end rigid coupling of adapter sleeve and riser, the equal rigid coupling in both sides has a plurality of pipe boxes, adjacent two about the front end of riser the pipe box passes through the pin rod pin joint.

Preferably, the supporting mechanism includes commentaries on classics piece, threaded rod, sleeve, connecting axle and link, the equal rigid coupling threaded rod in both ends of commentaries on classics piece, two the threaded rod links to each other with two sleeve screw respectively, two telescopic keeping away from commentaries on classics piece one end all links to each other with the link activity through the connecting axle, two the link respectively with riser and diaphragm looks rigid coupling.

Compared with the prior art, the beneficial effects of the utility model are that: this building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast through the cooperation of connecting rod and screw hole, has realized the connection of a plurality of pile bodies, through the cooperation of pipe box and pin rod, has realized the connection between a plurality of strutted boards, through the effect of crossbeam, has realized the rigid coupling of strutted board with the pile body, through above-mentioned structure, realizes the reinforcement of rectifying to the target position, just because the utility model discloses a combinability makes the utility model discloses can use multiple support environment, improve the suitability.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic top view of the structure of FIG. 1;

FIG. 3 is a side view of the structure of FIG. 1;

FIG. 4 is a schematic view of the connecting column and the first column of FIG. 1;

FIG. 5 is a schematic view of the second pillar and the second cross via structure of FIG. 3;

fig. 6 is a schematic view of the connection sleeve and the casing pipe of fig. 3.

In the figure: 1. the pile comprises a base, 101, a first support column, 102, a fixed pile, 103, a first cross through hole, 104, a connecting column, 2, a stabilizing mechanism, 201, a cross rod, 202, a transverse plate, 203, a sliding rod, 204, a sliding groove, 205, a stop pin, 206, a sliding way, 3, a pile body, 301, a second support column, 302, a cross through hole, 303, a threaded hole, 304, a connecting rod, 4, a supporting plate, 401, a vertical plate, 402, a connecting sleeve, 403, a cross beam, 404, a pipe sleeve, 405, a pin rod, 5, a supporting mechanism, 501, a rotating block, 502, a threaded rod, 503, a sleeve, 504, a connecting shaft, 505 and a connecting frame.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-6, the present invention provides a technical solution: the utility model provides a building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast, including base 1, the right side of base 1 is on the upper side position rigid coupling has stabilizing mean 2, and the top of base 1 is equipped with a plurality of pile shafts 3, and a plurality of pile shafts 3 end to end and screw thread link to each other in proper order, and the bottom of below pile shaft 3 links to each other with the top screw thread of base 1, and both ends all are connected with a backplate 4 around a plurality of pile shafts 3, and two backplate 4 in the top all are through supporting means 5 and stabilizing mean 2 looks rigid couplings. The base 1 comprises a first support column 101, a fixing pile 102, a first cross-shaped through hole 103 and a connecting column 104, wherein the bottom end of the first support column 101 is fixedly connected with the top end of the fixing pile 102, the top end of the first support column 101 is provided with the first cross-shaped through hole 103, and the upper position of the right end of the first support column 101 is fixedly connected with the left end of the connecting column 104.

The stabilizing mechanism 2 comprises a transverse rod 201, a transverse plate 202, a sliding rod 203, a sliding groove 204, a stop pin 205 and a sliding way 206, the transverse plate 202 is fixedly connected to the upper right side of the transverse rod 201, the transverse plate 202 can increase the stability of the whole mechanism, the sliding rod 203 is fixedly connected to the left end of the transverse rod 201, the transverse rod 201 can drive the sliding rod 203 to move, the sliding rod 203 is fixedly connected with the connecting column 104 through the sliding groove 204, the sliding rod 203 can slide in the connecting column 104 along the sliding groove 204, the stop pin 205 is fixedly connected to the front side and the rear side of the left end of the sliding rod 203, the two stop pins 205 are connected with the connecting column 104 through the sliding way. The pile body 3 comprises a second supporting column 301, a second cross-shaped through hole 302, a threaded hole 303 and a connecting rod 304, the threaded hole 303 is formed in the top end of the second supporting column 301, the second cross-shaped through hole 302 is formed below the threaded hole 303 of the second supporting column 301, the connecting rod 304 is fixedly connected to the bottom end of the second supporting column 301, and the pile bodies 3 are in threaded connection with the threaded hole 303 through the connecting rod 304.

The supporting plates 4 comprise vertical plates 401, connecting sleeves 402, cross beams 403, pipe sleeves 404 and pin rods 405, the two vertical plates 401 are symmetrically arranged on two sides of the pile body 3, the cross beams 403 penetrate through the second supporting column 301 through the second cross through holes 302, two ends of the cross beams 403 are respectively sleeved with the connecting sleeves 402 of the two supporting plates 4, the connecting sleeves 402 are fixedly connected with the front ends of the vertical plates 401, the upper side and the lower side of the front end of each vertical plate 401 are fixedly connected with the plurality of pipe sleeves 404, the two adjacent pipe sleeves 404 are connected through the pin rods 405 in a pin joint mode, and the adjacent supporting plates 4 are fixedly connected through the pipe sleeves 404 and the pin rods 405.

Supporting mechanism 5 is including changeing piece 501, threaded rod 502, sleeve 503, connecting axle 504 and link 505, the equal rigid coupling threaded rod 502 in both ends that changes piece 501, the screw thread opposite direction of two threaded rods 502, change piece 501 can drive two threaded rods 502 and rotate simultaneously, thereby make two sleeves 503 be close to or separate, two threaded rods 502 link to each other with two sleeve 503 screw threads respectively, two sleeve 503 keep away from and change piece 501 one end and all pass through connecting axle 504 and link 505 activity and link to each other, two link 505 respectively with riser 401 and diaphragm 202 looks rigid coupling.

Pulling the cross bar 201 to make the cross bar 201 rotate in the chute 204 with the stop pin 205 as the axis, pushing the cross bar 201 into the chute 204, making the cross bar 201 drive the stop pin 205 along the slideway 206, making the slide bar 203 completely push into the chute 204, fixedly connecting the base 1 with the ground through the fixing pile 102, fixedly connecting the cross plate 202 with the cross bar 201 through the bolts, making the cross plate 202 fit with the ground, fitting the second posts 301 with the screw thread of the screw hole 303 through the connecting rod 304, making the pile bodies 3 sequentially connected end to end, penetrating the cross beam 403 of the supporting plate 4 through the pile body 3 through the second cross through hole 302, making the cross beam 403 installed on the pile body 3, sleeving the connecting sleeves 402 on the two vertical plates 401 with the two ends of the cross beam 403, fixedly connecting the vertical plates 401 through the pin rods 405 and the pipe sleeves 404, making the supporting plate 4 fit with the wall body to be supported, to realize the supporting purpose, rotating the block 501, the rotating block 501 drives the threaded rod 502 to rotate, so that the two sleeves 503 are close to or separated from each other, the length of the supporting mechanism 5 is adjusted, the sleeves 503 are sleeved with the connecting frame 505, the sleeves 503 are movably connected with the connecting frame 505 through the connecting shaft 504, and the erection of the whole mechanism is achieved.

In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a building foundation ditch reinforcement combination dysmorphism fender pile that rectifies fast which characterized in that: including base (1), the right side position rigid coupling on the upper side of base (1) has stabilizing mean (2), the top of base (1) is equipped with a plurality of pile body (3), and a plurality of pile body (3) end to end and screw thread link to each other in proper order, the below the bottom of pile body (3) links to each other with the top screw thread of base (1), and is a plurality of both ends all are connected with a backplate (4) around pile body (3), two in the top the backplate (4) all through supporting mechanism (5) and stabilizing mean (2) looks rigid coupling.

2. The quick deviation rectifying and reinforcing combined special-shaped supporting pile for the building foundation pit according to claim 1, characterized in that: the base (1) comprises a first support column (101), a fixing pile (102), a first cross-shaped through hole (103) and a connecting column (104), the bottom end of the first support column (101) is fixedly connected with the top end of the fixing pile (102), the top end of the first support column (101) is provided with the first cross-shaped through hole (103), and the right end of the first support column (101) is fixedly connected with the left end of the connecting column (104) at an upper position.

3. The quick deviation rectifying and reinforcing combined special-shaped supporting pile for the building foundation pit according to claim 1, characterized in that: stabilizing mean (2) include horizontal pole (201), diaphragm (202), slide bar (203), spout (204), fender pin (205) and slide (206), the right side upper position rigid coupling of horizontal pole (201) has diaphragm (202), the left end rigid coupling of horizontal pole (201) has slide bar (203), slide bar (203) pass through spout (204) and spliced pole (104) looks rigid coupling, the equal rigid coupling in both sides has fender pin (205), two around the left end of slide bar (203) fender pin (205) all slide with spliced pole (104) through slide (206) and link to each other.

4. The quick deviation rectifying and reinforcing combined special-shaped supporting pile for the building foundation pit according to claim 1, characterized in that: pile body (3) include second pillar (301), second letter word through-hole (302), screw hole (303) and connecting rod (304), screw hole (303) have been seted up on the top of second pillar (301), second letter word through-hole (302) have been seted up to screw hole (303) below of second pillar (301), the bottom rigid coupling of second pillar (301) has connecting rod (304), and is a plurality of link to each other through connecting rod (304) and screw hole (303) screw thread between pile body (3).

5. The quick deviation rectifying and reinforcing combined special-shaped supporting pile for the building foundation pit according to claim 1, characterized in that: prop up backplate (4) and include riser (401), adapter sleeve (402), crossbeam (403), pipe box (404) and pin rod (405), two riser (401) symmetry sets up in the both sides of pile body (3), crossbeam (403) run through second pillar (301) through second cross through-hole (302), the both ends of crossbeam (403) cup joint with adapter sleeve (402) of two backplate (4) respectively mutually, the front end rigid coupling of adapter sleeve (402) and riser (401), the equal rigid coupling in both sides has a plurality of pipe boxes (404) about the front end of riser (401), adjacent two the pin joint is passed through pin rod (405) in pipe box (404).

6. The quick deviation rectifying and reinforcing combined special-shaped supporting pile for the building foundation pit according to claim 1, characterized in that: supporting mechanism (5) are including changeing piece (501), threaded rod (502), sleeve (503), connecting axle (504) and link (505), change the equal rigid coupling threaded rod (502) in both ends of piece (501), two threaded rod (502) link to each other with two sleeve (503) screw respectively, two keeping away from of sleeve (503) change piece (501) one end all through connecting axle (504) and link (505) activity link to each other, two link (505) respectively with riser (401) and diaphragm (202) looks rigid coupling.