CN208996310U - A kind of prefabricated constructional column connection structure - Google Patents

A kind of prefabricated constructional column connection structure Download PDF

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Publication number
CN208996310U
CN208996310U CN201821768226.6U CN201821768226U CN208996310U CN 208996310 U CN208996310 U CN 208996310U CN 201821768226 U CN201821768226 U CN 201821768226U CN 208996310 U CN208996310 U CN 208996310U
Authority
CN
China
Prior art keywords
foundation
column
articulation port
vertical muscle
standard column
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
CN201821768226.6U
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Chinese (zh)
Inventor
张宇
胡明刚
伍任雄
何思斌
牟敏
李凌
杜清锋
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.)
Chongqing Construction Engineering Group Co Ltd
Chongqing Construction Residential Engineering Co Ltd
Original Assignee
Chongqing Construction Engineering Group Co Ltd
Chongqing Construction Residential Engineering 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 Chongqing Construction Engineering Group Co Ltd, Chongqing Construction Residential Engineering Co Ltd filed Critical Chongqing Construction Engineering Group Co Ltd
Priority to CN201821768226.6U priority Critical patent/CN208996310U/en
Application granted granted Critical
Publication of CN208996310U publication Critical patent/CN208996310U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a kind of prefabricated constructional column connection structures, including standard column, foundation, standard column both ends are respectively equipped with the first articulation port and the second articulation port, standard column two sides are extended with the horizontal drawing reinforcing bar of first be embedded in inside standard column, foundation one end is equipped with the third articulation port docked with the first articulation port, foundation two sides are extended with the horizontal drawing reinforcing bar of second be embedded in inside foundation, the first vertical muscle hole is equipped with through the first standard column both ends, the second vertical muscle hole corresponding with the first vertical muscle hole is equipped with through foundation both ends, foundation side is equipped with the injected hole being connected to the second vertical muscle hole.Constructional column is divided into foundation and standard column to be combined assembly by the utility model, improve constructional column Forming Quality, make assembled connection more closely by the structure of articulation port, reach component from formwork purpose, and prevent the gap of junction from spillage phenomenon occur, integrally-built mortar leakage prevention is promoted, to realize environmentally protective construction.

Description

A kind of prefabricated constructional column connection structure
Technical field
The utility model relates to technical field of building construction, and in particular to a kind of prefabricated constructional column connection structure.
Background technique
In the predetermined portion of masonry house wall, by constructional reinforcement, and it is suitable by the construction of placing concrete column after first building a wall Concrete column made of sequence, commonly referred to as concrete-constituted pile, abbreviation constructional column.Constructional column is important in brick-and-concrete buildings Concrete component.Constructional column is primarily not to undertake vertical load, but be used to resist the lateral loads such as shearing, antidetonation.From construction Angle says that constructional column will be with collar tie beam ground beam, foundation beam one-piece casting.There is horizontal connecting lacing wire to connect in Structural Engineering with brick wall body It connects.If constructional column will be connect in building, structures middle position with distributing reinforcement.
The bar planting of traditional secondary structure Constructional Col-umn Construction, assembling reinforcement, Guan Mo, casting concrete process are slow, how to use Assembled mode constructs to secondary structure constructional column, and being one is worth the project inquired into.
Utility model content
For the deficiency in the presence of the prior art, the utility model provides a kind of prefabricated constructional column connection structure, will Constructional column carries out segmentation connection, is completely embedded, stable structure.
To achieve the above object, the utility model uses a kind of the following technical solution: prefabricated constructional column connection structure, Including standard column, foundation, standard column both ends are respectively equipped with the first articulation port and the second articulation port, and standard column two sides are extended with pre- The first horizontal drawing reinforcing bar being embedded in inside standard column, foundation one end are equipped with the third articulation port docked with the first articulation port, foundation two Side is extended with the horizontal drawing reinforcing bar of second be embedded in inside foundation, is equipped with the first vertical muscle hole through the first standard column both ends, runs through Foundation both ends are equipped with the second vertical muscle hole corresponding with the first vertical muscle hole, and foundation side is equipped with the slip casting being connected to the second vertical muscle hole Hole.Be linked and packed foundation and standard column by the structure of articulation port integral, realization assembled connection construction, with lifting construction Efficiency.
Further, standard column and foundation two sides are set as horse tooth trough structure.
Further, the first articulation port includes groove, the notch set on groove both ends set on standard column end face, and first is vertical Muscle hole extends outwardly and passes through groove.
Further, third articulation port include set on foundation end face and the convex block chimeric with groove, around convex block simultaneously Insertion mouth with the cooperation of groove cell wall, the compensation block around convex block and with notch cooperation, the second vertical muscle hole extends outwardly simultaneously Across convex block.
Further, the second articulation port is identical as third occlusion mouth structure.
Compared with the prior art, the utility model has the following beneficial effects:
1, constructional column is divided into foundation and standard column, vertical muscle hole up and down is reserved in foundation and constructional column, then Composite assembly improves constructional column Forming Quality at articulated constuction column, ensure that vertical muscle positioning accuracy.
2, by the structure of articulation port the junction of foundation and standard column, standard column and standard column is more closely reached It to component from formwork purpose, and prevents the gap at the place of being connected from spillage phenomenon occur, promotes integrally-built mortar leakage prevention, from And realize environmentally protective construction.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model;
Fig. 2 is the standard column structural schematic diagram of the utility model;
Fig. 3 is the construction of sill pillar schematic diagram of the utility model.
Appended drawing reference: 1- standard column;2- foundation;The first articulation port of 3-;The second articulation port of 4-;The horizontal drawing reinforcing bar of 5- first;6- Third articulation port;The horizontal drawing reinforcing bar of 7- second;8- indulges muscle hole;9- second indulges muscle hole;10- groove;11- notch;12- soil block;13- Embedded block;14- compensation block;15- injected hole.
Specific embodiment
The utility model is described further with reference to the accompanying drawing.
As shown in Figure 1-3, a kind of prefabricated constructional column connection structure, including standard column 1, foundation 2,1 both ends of standard column difference Equipped with the first articulation port 3 and the second articulation port 4,1 two sides of standard column are extended with the horizontal drawing steel of first be embedded in inside standard column 1 Muscle 5,2 one end of foundation are equipped with the third articulation port 6 docked with the first articulation port 3, and 2 two sides of foundation, which are extended with, is embedded in foundation 2 The second internal horizontal drawings reinforcing bar 7 is equipped with the first vertical muscle hole 8 through 1 both ends of the first standard column, through 2 both ends of foundation equipped with the The one vertical muscle hole 9 in vertical muscle hole 8 corresponding second, 2 side of foundation are equipped with the injected hole 15 being connected to the second vertical muscle hole 9.Horizontal drawing reinforcing bar The anti-lateral load ability of lifting construction column, and then the stability of lifting construction column, vertical muscle hole on foundation and standard column with Connection is realized in the assembled of constructional column, and then can disposably be inserted into vertical muscle, is then carried out slip casting by the way that injected hole is synchronous, is reduced artificial Investment shortens the Constructional Col-umn Construction duration, reduces directly or indirectly cost.
Standard column 1 and 2 two sides of foundation are set as horse tooth trough structure, the degree of bonding of constructional column and wall after promoting assembly.
As shown in Figure 2,3, the first articulation port 3 includes the groove 10 set on 1 end face of standard column, lacking set on 10 both ends of groove Mouth 11, the first vertical muscle hole 8 extend outwardly and pass through groove 10.Third articulation port 6 includes set on 2 end face of foundation and embedding with groove 10 The convex block 12 of conjunction, around convex block 12 and with 10 cell wall of groove cooperation insertion mouth 13, be set to convex block 12 around and and notch The compensation block 14 of 11 cooperations, the second vertical muscle hole 9 extend outwardly and pass through convex block.By convex block and groove, notch and compensating port, recessed Groove groove wall connection type different from three kinds of embedded block increases the connection area of junction, enhances occlusion dynamics, reaches component from branch Mould purpose, and then the overall stability of reinforced assembly formula constructional column, while the gap at occlusion being effectively prevent spillage phenomenon occur, To realize environmentally protective construction.
Second articulation port 4 is identical as 6 structure of third articulation port, to realize the connection between multiple standard columns, in addition foundation Final composite assembly improves constructional column Forming Quality, facilitates construction at articulated constuction column.
Finally, it is stated that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng The utility model is described in detail according to preferred embodiment, those skilled in the art should understand that, it can be to this The technical solution of utility model is modified or replaced equivalently, without departing from the objective and model of technical solutions of the utility model It encloses, should all cover in the scope of the claims of the utility model.

Claims (5)

1. a kind of prefabricated constructional column connection structure, it is characterised in that: including standard column (1), foundation (2), standard column (1) both ends point Not She You the first articulation port (3) and the second articulation port (4), standard column (1) two sides are extended with that be embedded in standard column (1) internal First horizontal drawing reinforcing bar (5), foundation (2) one end are equipped with the third articulation port (6) docked with the first articulation port (3), foundation (2) two sides It is extended with and is embedded in the second internal horizontal drawing reinforcing bar (7) of foundation (2), be equipped with the first vertical muscle through the first standard column (1) both ends Hole (8), through foundation (2) both ends be equipped with the second vertical muscle hole (9) corresponding with first vertical muscle hole (8), foundation (2) side be equipped with The injected hole (15) of second vertical muscle hole (9) connection.
2. a kind of prefabricated constructional column connection structure as described in claim 1, it is characterised in that: standard column (1) and foundation (2) two Side is set as horse tooth trough structure.
3. a kind of prefabricated constructional column connection structure as described in claim 1, it is characterised in that: the first articulation port (3) includes setting Groove (10) in standard column (1) end face, the notch (11) set on groove (10) both ends, the first vertical muscle hole (8) extend outwardly simultaneously Across groove (10).
4. a kind of prefabricated constructional column connection structure as claimed in claim 3, it is characterised in that: third articulation port (6) includes setting In foundation (2) end face and the convex block (12) chimeric with groove (10), it is set to around convex block (12) and cooperates with groove (10) cell wall Insertion mouth (13), be set to compensation block (14) around convex block (12) and with notch (11) cooperation, the second vertical muscle hole (9) is to extension It stretches and passes through convex block (12).
5. a kind of prefabricated constructional column connection structure as described in claim 1, it is characterised in that: the second articulation port (4) and third Articulation port (6) structure is identical.
CN201821768226.6U 2018-10-30 2018-10-30 A kind of prefabricated constructional column connection structure Expired - Fee Related CN208996310U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821768226.6U CN208996310U (en) 2018-10-30 2018-10-30 A kind of prefabricated constructional column connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821768226.6U CN208996310U (en) 2018-10-30 2018-10-30 A kind of prefabricated constructional column connection structure

Publications (1)

Publication Number Publication Date
CN208996310U true CN208996310U (en) 2019-06-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821768226.6U Expired - Fee Related CN208996310U (en) 2018-10-30 2018-10-30 A kind of prefabricated constructional column connection structure

Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113700139A (en) * 2021-09-05 2021-11-26 中建八局第四建设有限公司 Prefabricated assembled bolted connection constructional column ring beam and construction method
CN115419215A (en) * 2022-10-11 2022-12-02 中铁十一局集团有限公司 Construction method of assembled constructional column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113700139A (en) * 2021-09-05 2021-11-26 中建八局第四建设有限公司 Prefabricated assembled bolted connection constructional column ring beam and construction method
CN115419215A (en) * 2022-10-11 2022-12-02 中铁十一局集团有限公司 Construction method of assembled constructional column
CN115419215B (en) * 2022-10-11 2024-04-16 中铁十一局集团有限公司 Construction method of assembled constructional column

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190618

Termination date: 20201030

CF01 Termination of patent right due to non-payment of annual fee