CN206337653U - A kind of building beam column structure - Google Patents

A kind of building beam column structure Download PDF

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Publication number
CN206337653U
CN206337653U CN201621313623.5U CN201621313623U CN206337653U CN 206337653 U CN206337653 U CN 206337653U CN 201621313623 U CN201621313623 U CN 201621313623U CN 206337653 U CN206337653 U CN 206337653U
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CN
China
Prior art keywords
mouth
inserting column
prefabricated post
positioning inserting
pours
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
CN201621313623.5U
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Chinese (zh)
Inventor
周媛
刘八鹏
张嘉斌
王娟
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.)
Changan University
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Changan University
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
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Priority to CN201621313623.5U priority Critical patent/CN206337653U/en
Application granted granted Critical
Publication of CN206337653U publication Critical patent/CN206337653U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of building beam column structure, it includes prefabricated post (1) and corresponding precast beam (2), the both sides of prefabricated post (1) upper end are respectively arranged with haunch (3), the upper surface of the haunch (3) is flushed with the upper surface of prefabricated post (1), the upper end surface of the haunch (3) vertically extends the first positioning inserting column (4) upwards, the upper end surface of the prefabricated post (1) vertically extends the second positioning inserting column (5) upwards, the middle part of the precast beam (2) offers first coordinated with first positioning inserting column (4) grafting and pours mouth (6) and pour mouth (7) with the second of second positioning inserting column (5) grafting cooperation respectively.The utility model is simple in construction, and bonding strength is reliable and stable, greatly adds Liang Yuzhu bonding strength, makes it be more easy to promote in the field.

Description

A kind of building beam column structure
Technical field
The utility model relates to the attachment structure between a kind of beam column, and in particular to be a kind of building beam column knot Structure.
Background technology
Assembled architecture is short with its construction period, and the cheap advantage of construction cost more and more obtains concern in the industry, But also there is certain difficulty in popularization, main reasons is that some connecting nodes are often present, bonding strength is low to be lacked for it Point, greatly reduces overall shock strength.
Utility model content
The utility model purpose is to provide a kind of building beam column structure, and it can be efficiently solved in the presence of background technology Problem.
The problem of in order to solve in the presence of background technology, it includes prefabricated post 1 and corresponding precast beam 2, described prefabricated The both sides of the upper end of post 1 are respectively arranged with haunch 3, and the upper surface of the haunch 3 is flushed with the upper surface of prefabricated post 1, the haunch 3 Upper end surface vertically extends the first positioning inserting column 4 upwards, and the upper end surface of the prefabricated post 1 vertically extends second and determined upwards Position inserting column 5, the middle part of the precast beam 2 offers first coordinated with the first positioning inserting column 4 grafting and pours mouth 6 and with the respectively What two positioning inserting column 5 grafting coordinated second pours mouth 7, and described first to pour mouth 6 to pour the section of mouth 7 with second be inverted trapezoidal Rim of a cup structure, when first positioning inserting column 4 and second positioning inserting column 5 be inserted respectively into first pour mouth 6 and second pour mouth 7 after, Described first pours mouth 6 and second and pours microlith expansive concrete has been poured in mouth 7.
The top of the prefabricated post 1 be reserved with upwards it is vertical get rid of muscle 8, the upper end for getting rid of muscle 8 terminates in the upper top of precast beam 2 Near face.
Described first pours mouth 6 and the second top for pouring mouth 7 is reserved with several layers of horizontal bar 9.
As a result of above technical scheme, the utility model has the advantages that:Simple in construction, bonding strength is steady It is fixed reliable, Liang Yuzhu bonding strength is greatly added, makes it be more easy to promote in the field.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only It is some embodiments of the present utility model, for those of ordinary skill in the art, before creative labor is not paid Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under The accompanying drawing that face will be combined in the utility model embodiment, is carried out clear, complete to the technical scheme in the utility model embodiment Ground is described.
Referring to Fig. 1, present embodiment is achieved using following technical scheme, and it is comprising prefabricated post 1 and accordingly Precast beam 2, the both sides of the upper end of prefabricated post 1 are respectively arranged with haunch 3, the upper surface of the haunch 3 and the upper end of prefabricated post 1 Face is flushed, and the upper end surface of the haunch 3 vertically extends the first positioning inserting column 4 upwards, the upper end surface of the prefabricated post 1 to On vertically extend the second positioning inserting column 5, the middle part of the precast beam 2 is offered respectively and the first positioning inserting column 4 grafting coordinates First pour mouth 6 and coordinate with the second positioning inserting column 5 grafting second pour mouth 7, described first pours mouth 6 pours with second The rim of a cup structure that the section of mouth 7 is inverted trapezoidal is built, is poured when the first positioning positioning inserting column 5 of inserting column 4 and second is inserted respectively into first Mouthfuls 6 and second pour after mouth 7, and described first, which pours mouth 6 and second, pours microlith expansive concrete has been poured in mouth 7.
It is described first positioning inserting column 4 and second positioning inserting column 5 top be reserved with upwards number row vertically get rid of muscle 8, this gets rid of The upper end of muscle 8 terminates in the upper adjacent top surface of precast beam 2.
Described first pours mouth 6 and the second top for pouring mouth 7 is reserved with several layers of horizontal bar 9.
During assembled, precast beam 2 is lifted to the top of prefabricated post 1, then mouth 6 and second is poured by first and pours mouth 7 Mouth 6 is poured with first respectively and pours that mouth 7 docks placement and temperature pier is good (true during whereabouts precast beam 2 with second Guarantor gets rid of muscle 8 and successively passes through horizontal bar 9, it is impossible to which muscle 8 or horizontal bar 9 are got rid of in bending), then pour relative to prefabricated post 1 and precast beam 2 The microlith expansive concrete of a high Grade numbers, finally pours mouth 6 first and is polished with the second upper surface for pouring mouth 7, you can.
Finally it should be noted that:Above example is only to illustrate the technical solution of the utility model, rather than its limitations; Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those within the art that, It can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic progress etc. With replacement;And these modifications or replacement, the essence of appropriate technical solution is departed from each embodiment technology of the utility model The spirit and scope of scheme.

Claims (3)

1. a kind of building beam column structure, it is characterised in that it includes prefabricated post (1) and corresponding precast beam (2), the prefabricated post (1) both sides of upper end are respectively arranged with haunch (3), and the upper surface of the haunch (3) is flushed with the upper surface of prefabricated post (1), described The upper end surface of haunch (3) vertically extends the first positioning inserting column (4) upwards, and the upper end surface of the prefabricated post (1) is hung down upwards Straight to extend the second positioning inserting column (5), the middle part of the precast beam (2) is offered respectively matches somebody with somebody with first positioning inserting column (4) grafting What first closed poured mouth (6) and coordinated with second positioning inserting column (5) grafting second pours mouth (7), and described first pours mouth (6) the rim of a cup structure that mouth (7) section is inverted trapezoidal is poured with second, when the first positioning inserting column (4) and the second positioning inserting column (5) point First is not inserted into pouring mouth (6) and second and pour after mouth (7), described first, which pours mouth (6) and second, pours and poured in mouth (7) Microlith expansive concrete is built.
2. a kind of building beam column structure according to claim 1, it is characterised in that the top of the prefabricated post (1) is pre- upwards Leave it is vertical get rid of muscle (8), the upper end for getting rid of muscle (8) terminates in the upper adjacent top surface of precast beam (2).
3. a kind of building beam column structure according to claim 1, it is characterised in that described first pours mouth (6) pours with second Build and be reserved with the top of mouth (7) several layers of horizontal bar (9).
CN201621313623.5U 2016-11-26 2016-11-26 A kind of building beam column structure Expired - Fee Related CN206337653U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621313623.5U CN206337653U (en) 2016-11-26 2016-11-26 A kind of building beam column structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621313623.5U CN206337653U (en) 2016-11-26 2016-11-26 A kind of building beam column structure

Publications (1)

Publication Number Publication Date
CN206337653U true CN206337653U (en) 2017-07-18

Family

ID=59308159

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621313623.5U Expired - Fee Related CN206337653U (en) 2016-11-26 2016-11-26 A kind of building beam column structure

Country Status (1)

Country Link
CN (1) CN206337653U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725426A (en) * 2019-09-09 2020-01-24 维特国际新材料(武汉)有限公司 Shockproof reinforcing structure based on cement-based composite material and use method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725426A (en) * 2019-09-09 2020-01-24 维特国际新材料(武汉)有限公司 Shockproof reinforcing structure based on cement-based composite material and use method

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

Granted publication date: 20170718

Termination date: 20171126

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