CN212836260U - Combined enhanced concrete bracket column - Google Patents

Combined enhanced concrete bracket column Download PDF

Info

Publication number
CN212836260U
CN212836260U CN202021617398.0U CN202021617398U CN212836260U CN 212836260 U CN212836260 U CN 212836260U CN 202021617398 U CN202021617398 U CN 202021617398U CN 212836260 U CN212836260 U CN 212836260U
Authority
CN
China
Prior art keywords
slot
base
column body
grooves
shaft
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.)
Active
Application number
CN202021617398.0U
Other languages
Chinese (zh)
Inventor
张金段
陈扬
翟玉桥
冯涛
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.)
Hebei Shouke Railway Equipment Co ltd
Original Assignee
Hebei Shouke Railway Equipment Co ltd
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 Hebei Shouke Railway Equipment Co ltd filed Critical Hebei Shouke Railway Equipment Co ltd
Priority to CN202021617398.0U priority Critical patent/CN212836260U/en
Application granted granted Critical
Publication of CN212836260U publication Critical patent/CN212836260U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a combined enhanced concrete cow leg column, which comprises a base and a column body which are formed by pouring concrete with matrix reinforced materials, wherein the base is provided with a slot matched with the column body and the base and the column body are in clearance fit, the bottom of the slot is of an inverted trapezoidal structure, a conical structure or a spherical structure, the shape of the bottom of the column body is matched with the shape of the bottom of the slot, the side wall of the bottom of the column body is provided with a plurality of first grooves, the side wall of the slot is provided with a plurality of second grooves, the first grooves, the second grooves and the clearance between the slot and the column body are filled with anchoring agents, and the base and the column body are connected and fixed through the anchoring agents. Is applicable to the technical field of building construction.

Description

Combined enhanced concrete bracket column
Technical Field
The utility model belongs to the technical field of the construction, specific theory relates to a modular enhancement mode concrete cow leg post.
Background
At present, the construction of large-scale factory buildings mainly adopts three types of brick-concrete structures, reinforced concrete structures and steel structures. The former two bracket columns are mainly of cast-in-place reinforced concrete structures, so that the efficiency is low, the pollution is large, the strength, the mechanical property and the precision are difficult to control, and the construction progress and the building quality are limited; the steel structure bracket column is formed by welding profile steels, has high efficiency, high strength, light weight and convenient construction, is widely applied in recent years, but is not corrosion-resistant and high temperature resistant, so that the application range and the service life of a building are limited. The high speed and the strict requirement of environmental protection of modern society construction urgently need a convenient high efficiency, little pollution, high strength, high mechanical property and the convenient construction type of control of precision, and a modular reinforced concrete corbel post just solves this difficult problem.
SUMMERY OF THE UTILITY MODEL
The utility model provides a modular enhancement mode concrete cow leg post can carry out prefabricated processing in the mill, and the field assembly has convenient high efficiency, pollutes less, high strength, high mechanics nature and precision be convenient for the control the building characteristics.
In order to achieve the above object, the utility model adopts the following technical scheme:
the utility model provides a modular enhancement mode concrete cow leg post, includes base and shaft that is formed by the concrete placement that has base member reinforcing material, the base be equipped with the slot and both clearance fit of shaft adaptation, the trapezoidal structure, toper structure or the spherical surface structure of slot bottom for invering, the shape of shaft bottom and the bottom shape looks adaptation of slot, the first slot of a plurality of has been seted up to the lateral wall of shaft bottom, a plurality of second slot has been seted up to the lateral wall of slot, the interstitial filling between first slot, second slot and the shaft has the anchor, base and shaft pass through the anchor and connect fixedly.
Furthermore, the number of the first grooves and the number of the second grooves are two, the two first grooves are in an anti-parallel mode and are coiled to form a reverse double-helix DNA fragment type structure, and the two second grooves are in an anti-parallel mode and are coiled to form a reverse double-helix DNA fragment type structure.
Furthermore, a plurality of first grooves communicated with the first grooves are formed in the side wall of the bottom of the column body, and a plurality of second grooves communicated with the second grooves are formed in the side wall of the slot.
Further, the axis of the column body coincides with the axis of the base, and the first groove and the second groove are perpendicular to the axis of the column body.
Furthermore, the top of the column body is provided with a bearing for erecting a cross beam, and the bearing and the column body are integrally formed through concrete pouring.
Further, the base and the column body are of cylindrical or polygonal structures, the shape of the first groove is matched with that of the column body, and the shape of the second groove is matched with that of the base.
The utility model discloses owing to adopted foretell structure, it compares with prior art, and the technical progress who gains lies in:
the base is provided with a slot matched with the column body and in clearance fit with the slot, the side wall of the bottom of the column body is provided with a plurality of first grooves, the side wall of the slot is provided with a plurality of second grooves, the first grooves, the second grooves and the clearance between the slot and the column body are filled with an anchoring agent, the base and the column body are connected and fixed through the anchoring agent, the base and the column body can be prefabricated in a factory, the situation that the strength, the mechanical property and the precision are difficult to control due to the limitation of site construction environment is avoided, the base and the column body are of a combined structure and are fixedly connected through the anchoring agent, the site assembly is convenient, convenient and efficient to construct, the pollution to the environment caused by site pouring is avoided, the bottom of the slot is of an inverted trapezoidal structure, a conical structure or a spherical structure, the shape of the bottom of the column body is matched with the shape of the bottom of the slot, and the centering and the positioning between the column body and the base are, the relative position between the two is determined, so that dislocation or deviation cannot be generated during filling of the anchoring agent, the column body and the base are always kept coaxial and collinear, and the installation quality is ensured;
to sum up, the utility model has the characteristics of have convenient high efficiency, less pollute, high strength, high mechanics nature and precision are convenient for control's building, are applicable to building construction technical field.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
In the drawings:
fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic overall structure diagram of an embodiment of the present invention;
fig. 3 is a schematic structural view of a column body in an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a base according to an embodiment of the present invention;
fig. 5 is a schematic structural view of the embodiment of the present invention after the anchoring agent in the first groove is cured;
fig. 6 is a schematic structural view of the second groove after the anchoring agent is solidified according to the embodiment of the present invention;
fig. 7 is another schematic structural diagram of the column body in the embodiment of the present invention;
fig. 8 is another schematic structural diagram of the base according to the embodiment of the present invention;
fig. 9 is another schematic structural view of the embodiment of the present invention after the anchoring agent in the first groove is cured;
fig. 10 is another schematic structural diagram of the second trench after the anchoring agent is cured according to the embodiment of the present invention.
Labeling components: 1-column body, 11-support; 12-first groove, 13-first groove, 14-cone, 2-base, 21-second groove, 22-second groove, 23-cone, 3-anchoring agent, 311-first connector, 312-first reinforcement, 321-second connector, 322-second reinforcement.
Detailed Description
The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for purposes of illustration and explanation only and are not intended to limit the invention.
The utility model discloses a modular enhancement mode concrete cow leg post, as shown in fig. 1, include base 2 and shaft 1 that forms by the concrete placement that has base member reinforcing material, base 2 is equipped with the slot and both clearance fit with 1 adaptation of shaft, and the trapezoidal structure, toper structure or the spherical surface structure of slot bottom for invering, the shape of 1 bottom of shaft and the bottom shape looks adaptation of slot. Specifically, in this embodiment, as shown in fig. 4, the bottom of the slot is provided with a tapered groove 23, as shown in fig. 3, the bottom of the column body 1 is provided with a tapered body 14 adapted to the tapered groove 23, the top of the column body 1 is provided with a support 11 for erecting a beam, the support 11 and the column body 1 are integrally formed by pouring concrete, a plurality of first grooves 12 are formed in the side wall of the bottom of the column body 1, a plurality of second grooves 21 are formed in the side wall of the slot, the first grooves 12, the second grooves 21 and the gaps between the slot and the column body 1 are filled with an anchoring agent 3, and the base 2 and the column body 1 are connected and fixed by the anchoring agent 3.
The beneficial effects of the utility model reside in that: the base 2 is provided with a slot matched with the column body 1 and in clearance fit with the slot, the side wall of the bottom of the column body 1 is provided with a plurality of first grooves 12, the side wall of the slot is provided with a plurality of second grooves 21, the first grooves 12, the second grooves 21 and the clearance between the slot and the column body 1 are filled with an anchoring agent 3, the base 2 and the column body 1 are connected and fixed through the anchoring agent 3, the base 2 and the column body 1 can be prefabricated in a factory, the situation that the strength, the mechanical property and the precision are difficult to control due to the limitation of site construction environment is avoided, the base 2 and the column body 1 are of a combined structure and are fixedly connected through the anchoring agent 3, the site assembly is convenient, the construction is convenient, the convenience and the high efficiency are realized, the pollution to the environment caused by site pouring is avoided, the bottom of the slot is of an inverted trapezoid structure, a conical structure or a spherical structure, the shape of the bottom of the column, the column body and the base are more convenient and accurate to align and position when being installed, the relative position between the column body and the base is determined, dislocation or deviation can not be generated when the anchoring agent is filled, the column body and the base are always kept coaxial and collinear, and the installation quality is guaranteed.
As a preferred embodiment of the present invention, the base 2 and the shaft 1 are cylindrical or polygonal, the first groove 12 is adapted to the shape of the shaft 1, and the second groove 21 is adapted to the shape of the base 2. The number of the first grooves 12 and the number of the second grooves 21 are two, the two first grooves 12 are spirally wound in an anti-parallel mode to form a reverse double-helix DNA fragment type structure, and the two second grooves 21 are spirally wound in an anti-parallel mode to form a reverse double-helix DNA fragment type structure. Specifically, the shapes of the base 2 and the column shaft 1 can be designed according to the requirements of customers or field construction. As shown in fig. 2, 3 and 4, the base 2 and the shaft 1 are cylindrical, the two first grooves 12 are continuous reverse double-helix DNA fragment-type structures, which are adapted to the shape of the shaft 1, and the second grooves 21 are also continuous reverse double-helix DNA fragment-type structures, which are adapted to the shape of the base 2; as shown in fig. 7 and 8, the base 2 and the column body 1 are of a rectangular parallelepiped structure, the first grooves 12 are of an inflection point type reverse double-helix DNA fragment structure, each section of the first grooves 12 is parallel to and inclined upward from the side wall of the column body 1 where the first groove is located, adjacent fragment grooves are communicated with each other, the second grooves 21 are also of an inflection point type reverse double-helix DNA fragment structure, each section of the second grooves 21 is parallel to and inclined upward from the side wall of the corresponding slot, and adjacent fragment grooves are communicated with each other. Horizontal or vertical ditch inslot of simple is filled with anchoring agent 3, can only guarantee horizontal or vertical folk prescription to stability, and the comprehensiveness is relatively poor, the utility model discloses horizontal and vertical stability has been guaranteed simultaneously to the slot of the segmental structure of well reverse double helix DNA, and the comprehensiveness is strong, and has increased connection area, under the prerequisite that satisfies the joint strength requirement, saves the material more.
Further, in order to make the connection between the base 2 and the shaft 1 more secure and to increase the stability between the two, as shown in fig. 3 and 4, the sidewall of the bottom of the shaft 1 is provided with a plurality of first grooves 13 communicated with the first grooves 12, and the sidewall of the slot is provided with a plurality of second grooves 22 communicated with the second grooves 21. The axis of the column shaft 1 coincides with the axis of the base 2, and the first groove 13 and the second groove 22 are perpendicular to the axis of the column shaft 1. By arranging the first groove 13 and the second groove 22, the filling space of the anchoring agent 3 is further increased, the contact area between the anchoring agent 3 and the base 2 and the column body 1 is increased, and the connection strength between the base 2 and the column body 1 is increased. The first connecting body 311 is formed after the anchoring agent 3 in the first groove 12 is cured, the first reinforcing body 312 is formed after the anchoring agent 3 in the first groove 13 is cured, the second connecting body 321 is formed after the anchoring agent 3 in the second groove 21 is cured, the second reinforcing body 322 is formed after the anchoring agent 3 in the second groove 22 is cured, and the first connecting body 311, the first reinforcing body 312, the second connecting body 321, the second reinforcing body 322 and the inserting groove are integrated with the anchoring agent 3 filled in the space of the column body 1 to stably connect the base 2 and the column body 1. Through setting up first recess 13 and second recess 22, increased anchoring agent 3's filling space, made the connection between base 2 and the shaft 1 more firm, guaranteed to use for a long time under the condition of pressure or external force striking, both can not produce relative dislocation.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the protection of the claims of the present invention.

Claims (6)

1. The utility model provides a modular enhancement mode concrete bracket post which characterized in that: including base and shaft that form by the concrete placement that has base member reinforcing material, the base is equipped with slot and both clearance fit with the shaft adaptation, and the trapezoidal structure, toper structure or the spherical surface structure of inversion are bottom the slot, the shape of shaft bottom and the bottom shape looks adaptation of slot, and the first slot of a plurality of has been seted up to the lateral wall of shaft bottom, and a plurality of second slot has been seted up to the lateral wall of slot, and the clearance packing between first slot, second slot and the shaft has the anchoring agent, and base and shaft pass through the anchoring agent and connect fixedly.
2. The modular reinforced concrete corbel column according to claim 1, wherein: the number of the first grooves and the number of the second grooves are two, the two first grooves are in an anti-parallel mode and are coiled to form a reverse double-helix DNA fragment type structure, and the two second grooves are in an anti-parallel mode and are coiled to form a reverse double-helix DNA fragment type structure.
3. The modular reinforced concrete corbel column according to claim 1, wherein: the lateral wall of shaft bottom portion offers the first recess that a plurality of and first slot are linked together, and the lateral wall of slot offers the second recess that a plurality of and second slot are linked together.
4. A modular reinforced concrete corbel column according to claim 3, wherein: the axis of shaft and the coincidence of the axis of base, first recess and second recess are mutually perpendicular with the axis of shaft.
5. The modular reinforced concrete corbel column according to claim 1, wherein: the supporting device is characterized in that a bearing used for erecting a cross beam is arranged at the top of the column body, and the bearing and the column body are integrally formed through concrete pouring.
6. The modular reinforced concrete corbel column according to claim 1, wherein: the base and the column body are of cylindrical or polygonal structures, the shape of the first groove is matched with that of the column body, and the shape of the second groove is matched with that of the base.
CN202021617398.0U 2020-08-06 2020-08-06 Combined enhanced concrete bracket column Active CN212836260U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021617398.0U CN212836260U (en) 2020-08-06 2020-08-06 Combined enhanced concrete bracket column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021617398.0U CN212836260U (en) 2020-08-06 2020-08-06 Combined enhanced concrete bracket column

Publications (1)

Publication Number Publication Date
CN212836260U true CN212836260U (en) 2021-03-30

Family

ID=75129244

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021617398.0U Active CN212836260U (en) 2020-08-06 2020-08-06 Combined enhanced concrete bracket column

Country Status (1)

Country Link
CN (1) CN212836260U (en)

Similar Documents

Publication Publication Date Title
CN104746422B (en) A kind of hollow pier stud delay-pour joint structure of bridge prefabrication and construction method
CN110820545B (en) Assembled concrete pier
KR101973701B1 (en) Assembling type pier
KR100862005B1 (en) Manufacturing method of segmental internally confined hollow concrete filled tube
KR102029301B1 (en) Prefabricated column assembly with foundation reinforcement part
CN212836260U (en) Combined enhanced concrete bracket column
CN112144412A (en) Construction method of prefabricated assembled intercolumnar tie beam
CN112030720A (en) Prefabricated bent cap and pier stud socket type connecting structure and construction method
CN110924426A (en) Bottom-expanding cup-mouth type connecting structure and method for reinforced concrete column and foundation
CN210049399U (en) Tenon-riveting prefabricated column rapid assembly connecting structure
CN211030588U (en) Assembled steel pedestal
CN108755939B (en) Composite connection assembling type building structure
CN210086651U (en) Assembled structure post
CN208346973U (en) Concrete-filled steel tubular hollow steel structure technique and steel construction
CN112030990A (en) Assembled concrete-filled steel tube supporting system and construction method thereof
KR101358435B1 (en) Complex section tower combination assembly for wind power generator
CN112814205A (en) Prefabricated assembly type shear wall and construction method thereof
JP5345238B1 (en) Construction method of base-isolated base structure and base-isolated base structure
CN216041288U (en) Spiral anchor foundation
JP3241998U (en) Slope shoring structure
CN111873128B (en) Combined enhanced concrete corbel column and preparation method thereof
CN114922495B (en) Prefabricated post of rapid Assembly formula and connected node thereof
CN213571512U (en) Assembled pier connection structure
CN220868239U (en) Foundation pit steel diagonal bracing dip angle repairing structure
CN215330707U (en) Prefabricated assembled shear force wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant