CN108532834B - Assembled building frame post fills structure - Google Patents
Assembled building frame post fills structure Download PDFInfo
- Publication number
- CN108532834B CN108532834B CN201810649557.6A CN201810649557A CN108532834B CN 108532834 B CN108532834 B CN 108532834B CN 201810649557 A CN201810649557 A CN 201810649557A CN 108532834 B CN108532834 B CN 108532834B
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- CN
- China
- Prior art keywords
- column
- grout
- lower column
- grouting
- building frame
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses an assembly type building frame column pouring structure, which comprises: the assembly lower column and the assembly upper column, the assembly lower column outside supports has the floor, the assembly lower column top surface is higher than the floor place plane in vertical direction, the assembly lower column has a plurality of lower column reinforcing bars, the assembly lower column has a plurality of grout sleeves, grout sleeve and lower column reinforcing bar cooperation are installed, grout sleeve has grout import and grout export, and adjacent grout telescopic grout export and grout import are through establishing ties union coupling, through the seam position of changing upper column and lower column, overcome grout sealing problem to through one-way pressure diaphragm, make thick liquid can only one-way flow direction prevent the bubble and produce, and set up the rubber neck ring, can further improve the sealing performance of seam.
Description
Technical Field
The invention relates to the field of assembled buildings, in particular to an assembled building frame column pouring structure.
Background
In the assembled building, various parts are formed through prefabrication, such as a frame column structure, the top surface of a lower column is flush with a floor in the prior art, so that grouting compactness, grouting quality and grouting efficiency are low when the lower column is connected with an upper column, the post-construction quality is poor, the engineering progress is influenced, and potential safety hazards are caused, so that the problem of the problem is solved, and the problem is solved by the person skilled in the art.
Disclosure of Invention
The invention aims at: the problem that exists among the prior art is overcome, proposes an assembled building frame post fills structure, through the seam position that changes upper column and lower post, overcomes grout sealing problem to through one-way pressure diaphragm, make thick liquid only one-way flow direction prevent the bubble and produce, and set up the rubber neck ring, can further improve the sealing performance of seam.
The aim of the invention is achieved by the following technical scheme:
a fabricated building frame column infusion structure comprising: the assembly lower column and the assembly upper column, the assembly lower column outside supports has the floor, the assembly lower column top surface is higher than the floor place plane in vertical direction, the assembly lower column has a plurality of lower column reinforcing bars, the assembly lower column has a plurality of grout sleeve, grout sleeve and lower column reinforcing bar cooperation installation, grout sleeve has grout import and grout export, and adjacent grout telescopic grout export and grout import pass through the series connection union coupling.
According to the assembled building frame column pouring structure, the grouting inlet and the grouting outlet are provided with the unidirectional flow structure.
The invention relates to an assembled building frame column pouring structure, wherein the unidirectional flow structure is a pressure diaphragm structure.
The invention relates to an assembly type building frame column pouring structure, which is characterized in that the pressure diaphragm structure is a plurality of fan-shaped diaphragm sheets arranged along the circumferential direction of an orifice.
According to the fabricated building frame column pouring structure, the adjacent sides of the fan-shaped diaphragm are provided with the chamfers on one side, so that the reverse side is stressed to be bendable, and the reverse side is stressed to be extruded and plugged.
According to the pouring structure of the assembled building frame column, the rubber necklace is arranged at the joint surface of the assembled lower column and the assembled upper column, and the joint surface of the assembled lower column and the assembled upper column is communicated and sealed by the rubber necklace.
According to the technical scheme, the invention has the beneficial effects that: the utility model provides an assembled building frame post fills structure, through the seam position that changes upper column and lower post, overcome grout sealing problem to through one-way pressure diaphragm, make thick liquid only one-way flow direction prevent the bubble production, and its one-way structure passes through institutional advancement setting, need not the exogenic action, and the stable performance, and set up the rubber neck ring, can further improve the sealing performance of seam.
Drawings
FIG. 1 is a schematic illustration of an assembled building frame column infusion structure of the present invention;
FIG. 2 is a schematic view of a grouting sleeve for an assembled building frame column grouting structure according to the present invention;
fig. 3 is a schematic diagram of a diaphragm valve of an assembled building frame column infusion structure of the present invention.
Detailed Description
The invention will be further described with reference to specific examples and figures.
The present invention will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present invention more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
Fig. 1-3 illustrate an embodiment of an assembled building frame column infusion structure of the present invention, comprising: the assembly lower column 3 and the assembly upper column 4, the assembly lower column 3 outside supports has floor 1, the assembly lower column 3 top surface is higher than floor 1 place plane in vertical direction, the assembly lower column 3 has a plurality of lower column reinforcing bars 31, the assembly lower column 3 has a plurality of grout sleeves 41, grout sleeve 41 and lower column reinforcing bars 31 cooperation installation, grout sleeve 41 has grout import 411 and grout export 412, and the grout export 412 and the grout import 411 of adjacent grout sleeve 41 pass through the series connection pipe 413 to be connected, grout import 411 and grout export 412 department is provided with one-way flow structure, one-way flow structure is pressure membrane structure 414, pressure membrane structure 414 is a plurality of fan-shaped diaphragm that set up along drill way circumference, fan-shaped diaphragm adjacent limit single face has the chamfer to realize having leading down one side atress and can crooked, and reverse atress extrusion, the joint face department of post 3 and assembly upper column 4 is provided with rubber collar 5, rubber collar 5 will assemble lower column 3 and assembly upper column 4 and combine and seal and communicate.
According to the technical scheme, the invention has the beneficial effects that: the utility model provides an assembled building frame post fills structure, through the seam position that changes upper column and lower post, overcome grout sealing problem to through one-way pressure diaphragm, make thick liquid only one-way flow direction prevent the bubble production, and its one-way structure passes through institutional advancement setting, need not the exogenic action, and the stable performance, and set up the rubber neck ring, can further improve the sealing performance of seam.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (5)
1. An assembled building frame post fills structure, characterized in that includes: the method comprises the steps of assembling a lower column (3) and an upper column (4), wherein a floor (1) is supported on the outer side of the lower column (3), the top surface of the lower column (3) is higher than the top surface of the floor (1) in the vertical direction, the lower column (3) is provided with a plurality of lower column steel bars (31), the lower column (3) is provided with a plurality of grouting sleeves (41), the grouting sleeves (41) and the lower column steel bars (31) are installed in a matched mode, the grouting sleeves (41) are provided with grouting inlets (411) and grouting outlets (412), and the grouting outlets (412) of adjacent grouting sleeves (41) and the grouting inlets (411) are connected through serial pipes (413); the rubber necklace (5) is arranged at the joint surface of the lower assembly column (3) and the upper assembly column (4), and the joint surface of the lower assembly column (3) and the upper assembly column (4) is communicated and sealed by the rubber necklace (5).
2. A fabricated building frame column infusion structure according to claim 1, wherein: the grouting inlet (411) and the grouting outlet (412) are provided with a unidirectional flow structure.
3. A fabricated building frame column infusion structure according to claim 2, wherein: the unidirectional flow structure is a pressure diaphragm structure (414).
4. A fabricated building frame column infusion structure according to claim 3, wherein: the pressure diaphragm structure (414) is a plurality of fan-shaped diaphragm sheets arranged along the circumference of the orifice.
5. A fabricated building frame column infusion structure according to claim 4, wherein: the adjacent sides of the fan-shaped diaphragm are provided with chamfers on one side, so that the side with the guide and the inversion can be bent under the stress, and the sealing is realized by extrusion under the reverse stress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810649557.6A CN108532834B (en) | 2018-06-22 | 2018-06-22 | Assembled building frame post fills structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810649557.6A CN108532834B (en) | 2018-06-22 | 2018-06-22 | Assembled building frame post fills structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108532834A CN108532834A (en) | 2018-09-14 |
| CN108532834B true CN108532834B (en) | 2023-08-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810649557.6A Active CN108532834B (en) | 2018-06-22 | 2018-06-22 | Assembled building frame post fills structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108532834B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653379B (en) * | 2018-12-20 | 2020-10-27 | 武汉源锦建材科技有限公司 | Grouting pretreatment construction method for fabricated concrete building |
| CN114108807A (en) * | 2021-11-30 | 2022-03-01 | 江西理工大学 | Beam column connecting node |
| CN115370152A (en) * | 2022-09-27 | 2022-11-22 | 同济大学 | Grouting construction device and method for prefabricated stand column connecting grouting sleeve |
Citations (11)
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|---|---|---|---|---|
| JPH0726624A (en) * | 1993-07-13 | 1995-01-27 | Fujita Corp | Joint method of steel encased reinforced concrete column in precast method |
| CN2687203Y (en) * | 2004-03-17 | 2005-03-23 | 润弘精密工程事业股份有限公司 | Arc precast column beam-column joint mould-sealing device |
| JP2008144526A (en) * | 2006-12-12 | 2008-06-26 | Ohbayashi Corp | Reinforcement anchoring structure, reinforcement anchoring method, pc member joining structure and pc member joining method |
| DE102010031511A1 (en) * | 2010-07-19 | 2012-01-19 | Ed. Züblin Ag | Stump stump joint of highly loaded precast columns |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
| CN104727439A (en) * | 2015-03-09 | 2015-06-24 | 沈阳建筑大学 | Assembly concrete new type pillar and beam structure and assembly connecting method |
| CN106400982A (en) * | 2016-10-28 | 2017-02-15 | 湖南大学 | Stirrup-densified splicing joint for fabricated reinforced concrete columns |
| CN107165185A (en) * | 2017-06-02 | 2017-09-15 | 中国建筑股份有限公司 | The assembly concrete foot joint and its construction method of a kind of encased steel plate |
| CN207176717U (en) * | 2017-06-02 | 2018-04-03 | 中国建筑股份有限公司 | A kind of assembly concrete foot joint of encased steel plate |
| CN207211366U (en) * | 2017-08-31 | 2018-04-10 | 怀化市港翔管桩有限公司 | The attachment structure of prefabricated beam column |
| CN208502073U (en) * | 2018-06-22 | 2019-02-15 | 中国五冶集团有限公司 | A kind of assembled architecture frame column reperfusion structure |
-
2018
- 2018-06-22 CN CN201810649557.6A patent/CN108532834B/en active Active
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|---|---|---|---|---|
| JPH0726624A (en) * | 1993-07-13 | 1995-01-27 | Fujita Corp | Joint method of steel encased reinforced concrete column in precast method |
| CN2687203Y (en) * | 2004-03-17 | 2005-03-23 | 润弘精密工程事业股份有限公司 | Arc precast column beam-column joint mould-sealing device |
| JP2008144526A (en) * | 2006-12-12 | 2008-06-26 | Ohbayashi Corp | Reinforcement anchoring structure, reinforcement anchoring method, pc member joining structure and pc member joining method |
| DE102010031511A1 (en) * | 2010-07-19 | 2012-01-19 | Ed. Züblin Ag | Stump stump joint of highly loaded precast columns |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
| CN104727439A (en) * | 2015-03-09 | 2015-06-24 | 沈阳建筑大学 | Assembly concrete new type pillar and beam structure and assembly connecting method |
| CN106400982A (en) * | 2016-10-28 | 2017-02-15 | 湖南大学 | Stirrup-densified splicing joint for fabricated reinforced concrete columns |
| CN107165185A (en) * | 2017-06-02 | 2017-09-15 | 中国建筑股份有限公司 | The assembly concrete foot joint and its construction method of a kind of encased steel plate |
| CN207176717U (en) * | 2017-06-02 | 2018-04-03 | 中国建筑股份有限公司 | A kind of assembly concrete foot joint of encased steel plate |
| CN207211366U (en) * | 2017-08-31 | 2018-04-10 | 怀化市港翔管桩有限公司 | The attachment structure of prefabricated beam column |
| CN208502073U (en) * | 2018-06-22 | 2019-02-15 | 中国五冶集团有限公司 | A kind of assembled architecture frame column reperfusion structure |
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| 灌浆套筒和预应力筋连接的预制拼装桥墩的抗震性能;葛继平;闫兴非;王志强;;交通运输工程学报(第02期);全文 * |
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| Publication number | Publication date |
|---|---|
| CN108532834A (en) | 2018-09-14 |
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