CN111997192A - Precast concrete post concatenation node - Google Patents
Precast concrete post concatenation node Download PDFInfo
- Publication number
- CN111997192A CN111997192A CN202010783454.6A CN202010783454A CN111997192A CN 111997192 A CN111997192 A CN 111997192A CN 202010783454 A CN202010783454 A CN 202010783454A CN 111997192 A CN111997192 A CN 111997192A
- Authority
- CN
- China
- Prior art keywords
- column
- precast concrete
- connecting piece
- face
- prefabricated concrete
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Abstract
The invention provides a prefabricated concrete column splicing node which comprises a prefabricated concrete upper column and a prefabricated concrete lower column, wherein a protruded quadrangular frustum pyramid is arranged at the center of the lower end face of the prefabricated concrete upper column, a quadrangular groove matched with the quadrangular frustum pyramid is arranged at the center of the upper end face of the prefabricated concrete lower column, and the quadrangular frustum pyramid on the end face of the prefabricated concrete upper column is inserted into the quadrangular groove on the end face of the prefabricated concrete lower column to assist in butt joint positioning of the upper column and the lower column; the lower terminal surface of precast concrete upper prop and the column angle and the column limit of the upper terminal surface of precast concrete lower prop are provided with the overlap joint recess respectively, in the overlap joint recess, the atress owner muscle of post stretches out one section, and has the screw on the extension reinforcing bar, offers the screw on the roof and the bottom plate of column angle connecting piece and column limit connecting piece respectively, and column angle connecting piece and column limit connecting piece imbed respectively in the overlap joint recess and make extension atress owner muscle pass the screw pass through the nut fastening. The invention does not need cast-in-place concrete, and has simple structure and quick construction.
Description
The technical field is as follows:
the invention relates to a prefabricated concrete column splicing node, and belongs to the technical field of structural engineering.
Background art:
the prefabricated concrete structure is one of important modes of building industrialization, is combined with informatization and industrialization, and is a construction mode adopting fine design, industrial production and intelligent management. Compared with a cast-in-place concrete structure, the construction method has the advantages of greatly reducing construction waste, improving labor productivity, being high in construction speed and short in construction period, reducing construction cost to a great extent and having remarkable comprehensive economic benefit.
The main structural components of the fabricated frame structure system comprise prefabricated columns, prefabricated beams and prefabricated floor slabs, the connection mode of the columns, the beams and the slabs is the fundamental difference between the fabricated structure and a cast-in-place concrete structure, the form of the columns, the beams and the slabs determines the classification of the fabricated structure, and the performance of the beams and the slabs directly determines the overall performance of the structure.
At present, most columns of the existing fabricated structures are connected by sleeve grouting and cast-in-place concrete, and have the defects of large wet operation scale, more working procedures, long maintenance period and the like. Therefore, the high-efficiency, quick and reliable-performance assembled reinforced concrete column connecting node needs to be developed urgently so as to give full play to the advantages of an assembled structure.
Disclosure of Invention
The technical problem is as follows:
in order to solve the technical problems, the invention provides a prefabricated concrete column splicing node. The connecting structure realizes the connection between the precast concrete upper column and the concrete lower column through the column corner connecting piece, the column edge connecting piece and the high-strength nut.
The technical scheme is as follows:
the splicing node for the precast concrete column comprises a precast concrete upper column and a precast concrete lower column, wherein a protruded quadrangular frustum pyramid is arranged at the center of the lower end face of the precast concrete upper column, a quadrangular groove matched with the quadrangular frustum pyramid is arranged at the center of the upper end face of the precast concrete lower column, and the quadrangular frustum pyramid on the end face of the precast concrete upper column is inserted into the quadrangular groove on the end face of the precast concrete lower column to assist in butting and positioning of the upper column and the lower column; the lower terminal surface of precast concrete upper prop and the post angle and the post limit of the up end of precast concrete lower prop are provided with the overlap joint recess respectively, in the overlap joint recess, precast concrete upper prop and the atress owner muscle of precast concrete lower prop stretches out one section, and has the screw on the extension reinforcing bar, offers the screw on the roof and the bottom plate of post angle connecting piece and post limit connecting piece respectively, post angle connecting piece and post limit connecting piece imbed respectively precast concrete upper prop with in the overlap joint recess that precast concrete lower prop butt joint back formed and make extension atress owner muscle pass the screw pass through the nut fastening.
The precast concrete post concatenation node, the section of post angle connecting piece is the L type, the section of post limit connecting piece is the II type.
The prefabricated concrete column splicing node is characterized in that the cross section profiles of the column corner connecting piece and the column edge connecting piece are consistent with the cross section size of a lap joint groove formed after the prefabricated concrete upper column is in butt joint with the prefabricated concrete lower column.
The height of the column corner connecting piece and the column edge connecting piece is equal to the height of a lap joint groove formed after the precast concrete upper column is in butt joint with the precast concrete lower column.
Has the advantages that: the invention provides a prefabricated concrete column splicing node which is simple in structure, few in accessories, convenient and fast to assemble and reliable in performance. The assembly between the precast concrete upper and lower columns only needs the fastening operation of the nuts, and the prefabricated concrete columns, the connecting pieces and other accessories are prefabricated in a factory, so that the construction is rapid and the overall performance is reliable. Based on the advantages, the precast concrete column splicing node has a good application prospect.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of an exploded structure of the present invention;
FIG. 3 is a schematic view of a concrete upper column of the present invention;
FIG. 4 is a schematic view of a concrete lower column of the present invention;
FIG. 5 is a schematic view of a corner connector of the present invention;
FIG. 6 is a schematic view of a pole-edge connector of the present invention;
in the figure: the prefabricated concrete upper column comprises a prefabricated concrete upper column 1, a prefabricated concrete lower column 2, a column corner connecting piece 3, a column side connecting piece 4, a nut 5 and a stress main rib 6 with a threaded end.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described below, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by persons skilled in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.
Referring to fig. 1 to 6, the precast concrete column splicing node of the invention comprises a precast concrete upper column 1 and a precast concrete lower column 2, wherein a protruded quadrangular frustum pyramid is arranged at the center of the lower end face of the precast concrete upper column 1, a quadrangular groove matched with the quadrangular frustum pyramid is arranged at the center of the upper end face of the precast concrete lower column 2, and the quadrangular frustum pyramid on the end face of the precast concrete upper column 1 is inserted into the quadrangular groove on the end face of the precast concrete lower column 2 to assist the butt joint and positioning of the upper column and the lower column; the lower terminal surface of precast concrete upper prop 1 and the column angle and the column limit of the up end of precast concrete lower prop 2 are provided with the overlap joint recess respectively, in the overlap joint recess, precast concrete upper prop and precast concrete lower prop's atress owner muscle 6 stretches out one section, and has the screw on the extension reinforcing bar, offers the screw on the roof and the bottom plate of column angle connecting piece 3 and column limit connecting piece 4 respectively, column angle connecting piece 3 and column limit connecting piece 4 imbed precast concrete upper prop 1 respectively with among the overlap joint recess that precast concrete lower prop 2 butt joint back formed and make extension atress owner muscle 6 pass the screw pass through nut 5 fastening.
The section of the column corner connecting piece 3 is L-shaped, and the section of the column side connecting piece 4 is II-shaped.
The cross section profiles of the column corner connecting pieces 3 and the column side connecting pieces 4 are consistent with the cross section dimension of the lap joint groove formed after the precast concrete upper column 1 is in butt joint with the precast concrete lower column 2.
The height of the column corner connecting piece 3 and the height of the column side connecting piece 4 are equal to the height of an overlapping groove formed after the precast concrete upper column 1 is in butt joint with the precast concrete lower column 2.
And all column corner connecting pieces and column side connecting pieces are arranged in corresponding lap joint grooves while precast concrete is hoisted, so that threaded reinforcing steel bars extending out of the lap joint grooves of the lower column and the upper column are ensured to be inserted into screw holes of the connecting pieces. After the upper column is hoisted and positioned, high-strength nuts are fastened on all the threaded steel bars, and the prefabricated concrete upper and lower columns, column corners and column edge connecting pieces are assembled into a whole. When the nut is fastened, a certain prestress is applied.
In the dry type connecting joint of the precast concrete column, the precast concrete upper column, the precast concrete lower column, the column corner, the column edge connecting piece and the like are all precast in a factory, only the nut needs to be fastened on the spot, and the process is simple, convenient and quick to operate.
The above-described specific implementation operation method, the technical solutions and the advantages of the present invention are further described in detail, it should be understood that the above-described specific implementation mode of the present invention should be included in the scope of the present invention, and any modifications, equivalent substitutions, improvements, and the like, which are within the spirit and principle of the present invention, should be made.
Claims (4)
1. The utility model provides a precast concrete post concatenation node, includes that precast concrete goes up post (1), precast concrete lower prop (2), its characterized in that: the center of the lower end face of the precast concrete upper column (1) is provided with a protruded quadrangular frustum pyramid, the center of the upper end face of the precast concrete lower column (2) is provided with a quadrangular groove matched with the quadrangular frustum pyramid, and the quadrangular frustum pyramid of the end face of the precast concrete upper column (1) is inserted into the quadrangular groove of the end face of the precast concrete lower column (2) to assist the butt joint positioning of the upper column and the lower column; the lower end face of the precast concrete upper column (1) and the column corner and the column edge of the upper end face of the precast concrete lower column (2) are respectively provided with a lapping groove, screw holes are respectively formed in the top plate and the bottom plate of the column corner connecting piece (3) and the column edge connecting piece (4), the column corner connecting piece (3) and the column edge connecting piece (4) are respectively embedded into the precast concrete upper column (1) and the lapping groove formed after the precast concrete lower column (2) is butted, and the stress main rib (6) of the extending part penetrates through the screw holes and are fastened through nuts (5).
2. The precast concrete column splicing node of claim 1, characterized in that: the section of the column corner connecting piece (3) is L-shaped, and the section of the column side connecting piece (4) is II-shaped.
3. The precast concrete column splicing node of claim 1, characterized in that: the cross section profiles of the column corner connecting piece (3) and the column side connecting piece (4) are consistent with the cross section size of a lap joint groove formed after the prefabricated concrete upper column (1) is in butt joint with the prefabricated concrete lower column (2).
4. The precast concrete column splicing node of claim 1, characterized in that: the height of the column corner connecting piece (3) and the height of the column side connecting piece (4) are equal to the height of a lap joint groove formed after the prefabricated concrete upper column (1) is in butt joint with the prefabricated concrete lower column (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010783454.6A CN111997192A (en) | 2020-08-06 | 2020-08-06 | Precast concrete post concatenation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010783454.6A CN111997192A (en) | 2020-08-06 | 2020-08-06 | Precast concrete post concatenation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111997192A true CN111997192A (en) | 2020-11-27 |
Family
ID=73464202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010783454.6A Pending CN111997192A (en) | 2020-08-06 | 2020-08-06 | Precast concrete post concatenation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111997192A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047455A (en) * | 2021-04-07 | 2021-06-29 | 西安建筑科技大学 | Assembled PC post-tenon formula bolted connection node |
| CN113047430A (en) * | 2021-04-07 | 2021-06-29 | 西安建筑科技大学 | Assembled concrete frame structure cross tenon formula vertical bolted connection node |
| CN113216411A (en) * | 2021-04-20 | 2021-08-06 | 王萍 | Prefabricated column contact mounting and connecting method for prefabricated building |
| CN113323141A (en) * | 2021-07-09 | 2021-08-31 | 马海滨 | Novel assembled integral frame structure and construction method thereof |
| CN113756434A (en) * | 2021-09-28 | 2021-12-07 | 湖南大学 | Column-column connection based on groove type UHPC splicing component and manufacturing method thereof |
| CN114775799A (en) * | 2022-05-25 | 2022-07-22 | 湖南科技大学 | Hoop type steel reinforced concrete beam column dry type node structure |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008240367A (en) * | 2007-03-27 | 2008-10-09 | Chugoku Electric Power Co Inc:The | Concrete column joint structure |
| CN206233375U (en) * | 2016-11-22 | 2017-06-09 | 湖南远大工程设计有限公司 | The steel bar connecting structure of prefabricated components |
| CN107288217A (en) * | 2017-07-21 | 2017-10-24 | 长沙远大住宅工业（江苏）有限公司 | Prefabricated post attachment structure |
| CN107882232A (en) * | 2017-11-23 | 2018-04-06 | 哈尔滨工业大学 | A kind of assembly concrete is mated formation the node connector and attaching method thereof of building cover board in advance |
| CN107975176A (en) * | 2017-11-23 | 2018-05-01 | 哈尔滨工业大学 | Assembly concrete mat formation in advance building cover board H-shaped node connector and connection method |
| CN207453221U (en) * | 2017-04-22 | 2018-06-05 | 河南工业大学 | Dry type connecting box template Structural Floor System |
| CN209339309U (en) * | 2018-12-26 | 2019-09-03 | 长安大学 | A kind of assembly concrete column column connected node |
| CN209760451U (en) * | 2019-03-22 | 2019-12-10 | 南京工业大学建筑设计研究院 | Column base connecting node of wood frame column in multi-story and high-rise wood structure |
| CN110593486A (en) * | 2019-09-25 | 2019-12-20 | 中国电力工程顾问集团中南电力设计院有限公司 | Assembled concrete column node connection structure |
| CN110863652A (en) * | 2019-11-25 | 2020-03-06 | 上海市基础工程集团有限公司 | Precise positioning and mounting method for prefabricated and assembled double-section stand column |
| CN111364683A (en) * | 2020-01-10 | 2020-07-03 | 中铁第四勘察设计院集团有限公司 | A multi-functional auxiliary positioning device for prefabricated post grout muffjoint |
-
2020
- 2020-08-06 CN CN202010783454.6A patent/CN111997192A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008240367A (en) * | 2007-03-27 | 2008-10-09 | Chugoku Electric Power Co Inc:The | Concrete column joint structure |
| CN206233375U (en) * | 2016-11-22 | 2017-06-09 | 湖南远大工程设计有限公司 | The steel bar connecting structure of prefabricated components |
| CN207453221U (en) * | 2017-04-22 | 2018-06-05 | 河南工业大学 | Dry type connecting box template Structural Floor System |
| CN107288217A (en) * | 2017-07-21 | 2017-10-24 | 长沙远大住宅工业（江苏）有限公司 | Prefabricated post attachment structure |
| CN107882232A (en) * | 2017-11-23 | 2018-04-06 | 哈尔滨工业大学 | A kind of assembly concrete is mated formation the node connector and attaching method thereof of building cover board in advance |
| CN107975176A (en) * | 2017-11-23 | 2018-05-01 | 哈尔滨工业大学 | Assembly concrete mat formation in advance building cover board H-shaped node connector and connection method |
| CN209339309U (en) * | 2018-12-26 | 2019-09-03 | 长安大学 | A kind of assembly concrete column column connected node |
| CN209760451U (en) * | 2019-03-22 | 2019-12-10 | 南京工业大学建筑设计研究院 | Column base connecting node of wood frame column in multi-story and high-rise wood structure |
| CN110593486A (en) * | 2019-09-25 | 2019-12-20 | 中国电力工程顾问集团中南电力设计院有限公司 | Assembled concrete column node connection structure |
| CN110863652A (en) * | 2019-11-25 | 2020-03-06 | 上海市基础工程集团有限公司 | Precise positioning and mounting method for prefabricated and assembled double-section stand column |
| CN111364683A (en) * | 2020-01-10 | 2020-07-03 | 中铁第四勘察设计院集团有限公司 | A multi-functional auxiliary positioning device for prefabricated post grout muffjoint |
Non-Patent Citations (1)
| Title |
|---|
| 严熔等: "装配式柱－柱节点连接方式研究综述", 《建材世界》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047455A (en) * | 2021-04-07 | 2021-06-29 | 西安建筑科技大学 | Assembled PC post-tenon formula bolted connection node |
| CN113047430A (en) * | 2021-04-07 | 2021-06-29 | 西安建筑科技大学 | Assembled concrete frame structure cross tenon formula vertical bolted connection node |
| CN113216411A (en) * | 2021-04-20 | 2021-08-06 | 王萍 | Prefabricated column contact mounting and connecting method for prefabricated building |
| CN113323141A (en) * | 2021-07-09 | 2021-08-31 | 马海滨 | Novel assembled integral frame structure and construction method thereof |
| CN113756434A (en) * | 2021-09-28 | 2021-12-07 | 湖南大学 | Column-column connection based on groove type UHPC splicing component and manufacturing method thereof |
| CN113756434B (en) * | 2021-09-28 | 2024-01-26 | 湖南大学 | Column-column connection based on groove-type UHPC splicing member and manufacturing method thereof |
| CN114775799A (en) * | 2022-05-25 | 2022-07-22 | 湖南科技大学 | Hoop type steel reinforced concrete beam column dry type node structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111997192A (en) | Precast concrete post concatenation node | |
| CN204023778U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN203213346U (en) | Connecting structure for assembling integral concrete frame and shear wall | |
| CN107152088B (en) | Prefabricated double-dovetail type steel-concrete combined beam connected by adopting studs | |
| CN103243838A (en) | Connection structure of integrally assembled concrete frame and shear wall | |
| CN103334490A (en) | Multi-story high-rise fabricated steel structure framework supporting system | |
| CN111877547B (en) | Assembled concrete beam column trunk type connecting joint | |
| CN211817983U (en) | Template structure for lapping cylinder and straight wall | |
| CN203755443U (en) | Assembly integrated type overlapping frame structure | |
| CN210887565U (en) | Assembled bolted connection roof beam-post node | |
| CN212427508U (en) | Dry-type connected node of assembled concrete beam column | |
| CN103758208B (en) | Assembled integral composite frame structure | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN111809729A (en) | Dry-type connected node of assembled concrete beam column | |
| CN209990017U (en) | Novel full assembled modularization post structure and beam column structure | |
| CN209837286U (en) | Three-dimensional prestressing force assembled installs beam column node structure fast | |
| CN207727981U (en) | A kind of precast prestressed joint cores plank sheathing | |
| CN112196168A (en) | Assembled integral hollow floor and prefabricated high-rib superposed bottom plate thereof | |
| CN209874066U (en) | Precast beam for prefabricated building and precast slab combined connection structure thereof | |
| CN112127515A (en) | Connecting device for precast concrete external wall panels | |
| CN217580551U (en) | Partially-assembled self-resetting friction energy dissipation node capable of being installed quickly | |
| CN204266441U (en) | A kind of combined type large span ribbed slab floor structure | |
| CN210422002U (en) | Coincide floor bearing structure | |
| CN203603263U (en) | Fabricated connecting structure of cross-shaped superposed beam and wall panels | |
| CN219731794U (en) | Perforation anchor formula precast concrete guardrail structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20201127 |
|
| RJ01 | Rejection of invention patent application after publication |