CN208183954U - A kind of prefabricated assembled bean column node construction - Google Patents
A kind of prefabricated assembled bean column node construction Download PDFInfo
- Publication number
- CN208183954U CN208183954U CN201820682141.XU CN201820682141U CN208183954U CN 208183954 U CN208183954 U CN 208183954U CN 201820682141 U CN201820682141 U CN 201820682141U CN 208183954 U CN208183954 U CN 208183954U
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- China
- Prior art keywords
- shape steel
- steel plate
- composite beam
- prefabricated post
- stirrup
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- 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
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of prefabricated assembled bean column nodes to construct, including prefabricated post and composite beam, the top surface of composite beam is coarse superposed surfaces, multiple stirrups are evenly equipped on composite beam along its length, the lower half portion of stirrup is located in composite beam, prefabricated post beam-column junction is provided with two pieces of shape steel plates that are vertically arranged and being oppositely arranged, one end of shape steel plate is embedded into prefabricated post, the other end of shape steel plate stretches out prefabricated post, the section lower that prefabricated post is wherein stretched out on shape steel plate is evenly equipped with multiple tooth sockets along its length, and tooth socket is in be arranged in a one-to-one correspondence with above-mentioned stirrup；It is fixedly connected in such a way that stirrup is mutually clamped with tooth socket between composite beam and prefabricated post, bearing rod end is welded on shape steel plate and the top half of bearing rod and stirrup binds rear poured in place concrete and forms Cast-in-situ Beam.The utility model can remove binding composite beam upper seat negative reinforcement from, while improve structural bearing capacity, rigidity and the anti-earthquake ductility of connecting node, be convenient for construction and construction quality is good.
Description
Technical field
The utility model relates to a kind of bean column node constructions, more specifically to a kind of prefabricated assembled bean column node
Construction.
Background technique
In recent years, country widelys popularize building industrialization, prefabricated.For concrete frame structure, prefabricated components
It include prefabricated post, composite beam and superimposed sheet.Overlapping top surface of the beam is coarse superposed surfaces, and the lower half portion of stirrup is located at composite beam
It is interior, and top half is located in Cast-in-situ Beam.The interlayer shell of column of prefabricated post is prefabricated in the factory, in bean column node composite beam top branch
Seat negative reinforcement passes through prefabricated post, node cast-in-place concrete.The connection of concrete cast-in-situ node has globality, shock resistance good, beautiful outline form
The advantages that sight, but cumbersome, construction efficiency is low, construction quality is artificial with constructing for scene binding seat shoulder bar and cast-in-place connection
Factor influences greatly, to be unfavorable for architectural industrialization development, it is therefore desirable to invent a kind of convenient and efficient, quality controllable concrete folding
Beam and prefabricated column connected node.
Summary of the invention
1. utility model technical problems to be solved
The purpose of the utility model is to overcome above-mentioned deficiencies, provide a kind of prefabricated assembled bean column node construction,
Using the technical solution of the utility model, binding composite beam upper seat negative reinforcement can be removed from, while improving the knot of connecting node
Structure bearing capacity, rigidity and anti-earthquake ductility, are convenient for construction and construction quality is good.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model are as follows:
A kind of prefabricated assembled bean column node construction of the utility model, including prefabricated post and composite beam, the overlapping
The top surface of beam is coarse superposed surfaces, is evenly equipped with multiple stirrups on composite beam along its length, and the lower half portion of stirrup is located at overlapping
In beam, the prefabricated post beam-column junction is provided with two pieces of shape steel plates that are vertically arranged and being oppositely arranged, and the one of shape steel plate
End is embedded into prefabricated post, and the other end of shape steel plate stretches out prefabricated post, and the section lower edge of prefabricated post is wherein stretched out on shape steel plate
Its length is evenly equipped with multiple tooth sockets, and tooth socket is in be arranged in a one-to-one correspondence with above-mentioned stirrup；Lead between the composite beam and prefabricated post
It crosses stirrup to be fixedly connected with the mode that tooth socket is mutually clamped, the top half binding of the bearing rod and stirrup that are welded on shape steel plate
Cast-in-situ Beam and composite beam are connected as one by poured in place concrete after good.
Further, the other end of the shape steel plate stretches out the length of 1/3 composite beam of column side.
Further, for the shape steel plate through in prefabricated post, 1/3 composite beam of column side is stretched out at the both ends of shape steel plate
Length.
3. beneficial effect
It is had the following beneficial effects: compared with existing well-known technique using technical solution provided by the utility model
(1) a kind of prefabricated assembled bean column node construction of the utility model, passes through the fashioned iron being embedded in prefabricated post in advance
Stirrup on plate and composite beam is connected together to form skeleton, and bears the hogging moment on beam top, and operating process is convenient and efficient, saves
The consuming cost of labour, and globality and stress performance are superior, simplify working procedure, reduce difficulty of construction, component ruler
Very little precision is high, easily controllable, improves on-site sanitation condition, improves production efficiency, can be mass；
(2) a kind of prefabricated assembled bean column node construction of the utility model, passes through hoop between composite beam and prefabricated post
The mode that muscle and tooth socket are mutually clamped is fixedly connected, it can be achieved that the purpose being quickly located by connecting.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of prefabricated assembled bean column node construction of the utility model；
Fig. 2 is that a kind of prefabricated assembled bean column node of the utility model constructs the mounting structure schematic diagram of medium-sized steel plate；
Fig. 3 is the structural schematic diagram of composite beam in a kind of prefabricated assembled bean column node construction of the utility model.
Label declaration in schematic diagram: 1, prefabricated post；2, composite beam；3, stirrup；4, shape steel plate；41, tooth socket.
Specific embodiment
For the content for further appreciating that the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
In conjunction with Fig. 1, Fig. 2 and Fig. 3, a kind of prefabricated assembled bean column node construction of the present embodiment, including prefabricated post 1 and folded
Beam 2 is closed, the top surface of composite beam 2 is coarse superposed surfaces, multiple stirrups 3 is evenly equipped on composite beam 2 along its length, under stirrup 3
Half part is located in composite beam 2, and 1 beam-column junction of prefabricated post is provided with two pieces of shape steel plates 4 that are vertically arranged and being oppositely arranged,
One end of shape steel plate 4 is embedded into prefabricated post 1, and the other end of shape steel plate 4 stretches out prefabricated post 1, the present embodiment shape steel plate 4 it is another
The length of 1/3 composite beam of column side is stretched out at end, specific to the medium-sized steel plate 4 of the present embodiment through in prefabricated post 1, the two of shape steel plate 4
The length of 1/3 composite beam of column side is stretched out at end；The section lower that prefabricated post 1 is wherein stretched out on shape steel plate 4 is evenly equipped with along its length
Multiple tooth sockets 41, tooth socket 41 are in be arranged in a one-to-one correspondence with above-mentioned stirrup 3；Pass through stirrup 3 and tooth between composite beam 2 and prefabricated post 1
The mode that slot 41 is mutually clamped is fixedly connected, it can be achieved that the purpose being quickly located by connecting, be welded in bearing rod on shape steel plate 4 with
Cast-in-situ Beam and composite beam 2 are connected as one by poured in place concrete after the top half of stirrup 3 is bound；It is pre- by being embedded in advance
The stirrup on shape steel plate and composite beam 2 on column processed is connected together to form skeleton, and bears the hogging moment on beam top, operating process
It is convenient and efficient, the consuming cost of labour is saved, and globality and stress performance are superior, simplify working procedure, reduction is applied
Work difficulty, scantling precision is high, easily controllable, improves on-site sanitation condition, improves production efficiency, can be mass.
First two pieces of shape steel plates 4 are embedded into prefabricated post 1 when building, and two pieces of shape steel plates 4 is required to be oppositely arranged, two pieces of types
Steel plate 4 is vertically arranged, and the length of 1/3 composite beam of column side is stretched out in one end of two pieces of shape steel plates；Unwrapping wire is had good positioning prefabricated post
1, composite beam 2 is lifted, the end fitting column side of composite beam 2 lifts upwards, so that on the stirrup 3 on composite beam 2 and shape steel plate
41 phase card of tooth socket is fixed, then the top half of bearing rod and stirrup 3 is bound, and bearing rod end is welded on shape steel plate 4, finally
Cast-in-situ Beam and composite beam 2 are connected as one by poured in place concrete, complete bean column node connection.
A kind of prefabricated assembled bean column node construction of the utility model, it is negative can to remove binding composite beam upper seat from
Muscle, while structural bearing capacity, rigidity and the anti-earthquake ductility of connecting node are improved, it is convenient for construction and construction quality is good.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in be also one of the embodiments of the present invention, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, not inventively design
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (3)
1. a kind of prefabricated assembled bean column node construction, including prefabricated post (1) and composite beam (2), the top of the composite beam (2)
Face is coarse superposed surfaces, is evenly equipped with along its length multiple stirrups (3) on composite beam (2), and the lower half portion of stirrup (3) is located at folded
Close in beam (2), it is characterised in that: described prefabricated post (1) the beam-column junction be provided with two pieces it is vertically arranged and be oppositely arranged
Shape steel plate (4), one end of shape steel plate (4) is embedded into prefabricated post (1), and the other end of shape steel plate (4) stretches out prefabricated post (1),
Wherein on shape steel plate (4) stretch out prefabricated post (1) section lower be evenly equipped with along its length multiple tooth sockets (41), tooth socket (41) with it is upper
Stating stirrup (3) is in be arranged in a one-to-one correspondence；Pass through stirrup (3) and tooth socket (41) phase between the composite beam (2) and prefabricated post (1)
The mode mutually engaged is fixedly connected, and the top half of the bearing rod being welded on shape steel plate (4) and stirrup (3) bind after it is existing
Cast-in-situ Beam and composite beam (2) are connected as one by field casting concrete.
2. a kind of prefabricated assembled bean column node construction according to claim 1, it is characterised in that: the shape steel plate
(4) the other end stretches out the length of 1/3 composite beam of column side.
3. a kind of prefabricated assembled bean column node construction according to claim 1, it is characterised in that: the shape steel plate
(4) interior through prefabricated post (1), the length of 1/3 composite beam of column side is stretched out at the both ends of shape steel plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820682141.XU CN208183954U (en) | 2018-05-09 | 2018-05-09 | A kind of prefabricated assembled bean column node construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820682141.XU CN208183954U (en) | 2018-05-09 | 2018-05-09 | A kind of prefabricated assembled bean column node construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208183954U true CN208183954U (en) | 2018-12-04 |
Family
ID=64429229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820682141.XU Expired - Fee Related CN208183954U (en) | 2018-05-09 | 2018-05-09 | A kind of prefabricated assembled bean column node construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208183954U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112936508A (en) * | 2019-12-11 | 2021-06-11 | 南京林业大学 | Manufacturing method of laminated beam for reinforcing UHPC-NC interface bonding by adopting dentate structure |
| CN113605540A (en) * | 2021-06-30 | 2021-11-05 | 江苏晟功建设集团有限公司 | Assembled steel-concrete structure column-beam unbonded prestressed node structure and construction method |
-
2018
- 2018-05-09 CN CN201820682141.XU patent/CN208183954U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112936508A (en) * | 2019-12-11 | 2021-06-11 | 南京林业大学 | Manufacturing method of laminated beam for reinforcing UHPC-NC interface bonding by adopting dentate structure |
| CN113605540A (en) * | 2021-06-30 | 2021-11-05 | 江苏晟功建设集团有限公司 | Assembled steel-concrete structure column-beam unbonded prestressed node structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181204 Termination date: 20210509 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |