CN209179203U - Column and basic connection component and frame structure system - Google Patents
Column and basic connection component and frame structure system Download PDFInfo
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- CN209179203U CN209179203U CN201821075897.4U CN201821075897U CN209179203U CN 209179203 U CN209179203 U CN 209179203U CN 201821075897 U CN201821075897 U CN 201821075897U CN 209179203 U CN209179203 U CN 209179203U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 65
- 210000003205 muscle Anatomy 0.000 claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 238000010276 construction Methods 0.000 claims abstract description 26
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000003466 welding Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000009415 formwork Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 10
- 230000032258 transport Effects 0.000 description 3
- 239000000428 dust Substances 0.000 description 2
- 208000037805 labour Diseases 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000739 chaotic effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to assembled architecture technical field, in particular to a kind of column and basic connection component and frame structure system.The column and basic connection component include: construction concrete, prefabricated post shell, the vertical muscle of multiple columns, basis and multiple rebar connectors；Prefabricated post shell includes column shell and column steel reinforcement cage；Column shell is by concrete prefabricated formation；On the basis of be fixed with multiple basic longitudinal reinforcements；The lower end that column indulges muscle is fixed by the upper end of rebar connector and basic longitudinal reinforcement；Concreting construct on column shell and basic longitudinal reinforcement, prefabricated post shell is fixed with basis.Column muscle is indulged by connector to fix with basic longitudinal reinforcement, construction personnel's pouring construction concrete into prefabricated post shell on construction ground, column and basic Connection Step are simple, column shell parts had not only participated in stress but also can serve as template, greatly reduce live branch modulus, efficiency is improved, component alleviates the weight of prefabricated components in the form of formwork.
Description
Technical field
The utility model relates to assembled architecture technical field, in particular to a kind of column and basic connection component and frame knot
Structure system.
Background technique
At this stage, a large amount of building is still based on cast-in-place in China.This form of construction work will not only employ a large amount of labours,
And it is at high cost, long in time limit, field management is more chaotic, prefabricated rate, assembly rate and industrialization degree are lower, advocates from country
Greatly develop green building and preferentially also there is a big difference using industrialized construction way.With sustainable development and energy-saving ring
The continuous promotion of guaranteed request, labor cost continue to increase, and obtain by the building industrialization of representative of assembly concrete building
More and more attention, application prospect are very wide.
There are many problems for assembled frame structure in industry at present: component quality is big, to component production, transport, lifting
It poses a big pressure；Live branch modulus is larger；Column border node is connected using grout sleeve, high to component required precision, constructional difficulties,
And grouting quality is difficult to examine；Globality is poor etc. at beam-column connection.
Utility model content
It is existing to solve the purpose of this utility model is to provide a kind of column and basic connection component and frame structure system
Column in technology and the technical problem that basic Connection Step is cumbersome, branch modulus is big, overall performance is poor, operating efficiency is low.
The utility model provides a kind of column and basic connection component, the column and basic connection component include: construction concrete,
Prefabricated post shell, multiple columns indulge muscle, basis and multiple rebar connectors；
The prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；The column shell is by concrete prefabricated formation；
The column steel reinforcement cage is fixed on the inside of the column shell；The column is indulged muscle and is threaded through in the column steel reinforcement cage vertically, and described
The column shell is stretched out in the lower end that column indulges muscle；
Multiple basic longitudinal reinforcements are fixed on the basis of described, and the basis is stretched out in the upper end of the basic longitudinal reinforcement
Upper surface；The lower end that the column indulges muscle is fixed by the upper end of the rebar connector and the basic longitudinal reinforcement；
The construction concreting is on the column shell and the basic longitudinal reinforcement, by the prefabricated post shell and institute
State basic fixation.
Further, the rebar connector is fixes sleeve；The upper end cap of the fixes sleeve indulges muscle in the column
Lower end, the lower end cap of the fixes sleeve is in the upper end of the basic longitudinal reinforcement.
Further, postposition column tie-bar mesh sheet is fixed on the basic longitudinal reinforcement.
Further, the column steel reinforcement cage is formed by multiple reinforcement weldings.
Further, the column steel reinforcement cage includes column fixing muscle and multiple column mesh sheet；
Multiple column mesh sheet are successively spaced setting along the length direction of the column shell；The column fixing muscle with it is multiple described
Column mesh sheet is fixedly connected.
Further, the column mesh sheet includes that rectangular column framework is connected with multiple columns being fixed in the column framework
Muscle；Multiple column dowels are arranged in well word.
Further, the column fixing muscle is fixedly connected with the tie point of the column framework and the column dowel.
Further, the column steel reinforcement cage is fixed on the inside of the side wall of the column shell.
Further, multiple columns are indulged muscle and are evenly arranged in the column steel reinforcement cage.
Further, the utility model also provides a kind of frame structure system, which includes: that this is practical new
The column and basic connection component that type provides.
The utility model provides a kind of column and basic connection component, and the column shell of prefabricated post shell is in factory by concrete prefabricated shape
At.User transports prefabricated post shell to construction site, and column is indulged muscle and is through in column steel reinforcement cage, and column is indulged muscle by connector
Lower end and the upper end of basic longitudinal reinforcement fix, the formwork at basic longitudinal reinforcement, on construction ground to prefabricated post shell and mould
Pouring construction concrete in plate fixes prefabricated post shell and basis.
Column is indulged muscle by connector and consolidated with basic longitudinal reinforcement by column provided by the utility model and basic connection component
Fixed, construction personnel's pouring construction concrete into prefabricated post shell on construction ground, column and basis Connection Step are simple, column shell parts
Not only it had participated in stress but also template can be served as, and greatly reduced live branch modulus, improve efficiency, component is subtracted in the form of formwork
The light weight of prefabricated components.Integrality performance of the structure is equal to cast-in-place structural, have it is safe and reliable, simplify construction, save consumptive material,
The features such as reducing fugitive dust and building waste has the stronger market competitiveness.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.?
In attached drawing:
Fig. 1 is the structural schematic diagram according to the prefabricated post shell of the utility model embodiment；
Fig. 2 is the structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in FIG. 1；
Fig. 3 is the structural schematic diagram of column steel reinforcement cage center pillar mesh sheet shown in Fig. 2；
Fig. 4 is another structural schematic diagram of column steel reinforcement cage shown in Fig. 2；
Fig. 5 is the structural schematic diagram of the column and basic connection component according to the utility model embodiment.
In figure:
1- column shell；2- column steel reinforcement cage；21- column fixing muscle；
22- column mesh sheet；221- column framework；222- column dowel；
3- column indulges muscle；4- rebar connector；The basis 5- longitudinal reinforcement；
6- postposition column tie-bar mesh sheet；The basis 7-.
Specific embodiment
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
Fig. 1 is the structural schematic diagram according to the prefabricated post shell of the utility model embodiment；Fig. 2 is prefabricated post shown in FIG. 1
The structural schematic diagram of shell center pillar steel reinforcement cage；Fig. 3 is the structural schematic diagram of column steel reinforcement cage center pillar mesh sheet shown in Fig. 2；Fig. 4 is Fig. 2
Shown in column steel reinforcement cage another structural schematic diagram；Fig. 5 is the column and basic connection component according to the utility model embodiment
Structural schematic diagram.As shown in Figures 1 to 5, the utility model provides a kind of column and basic connection component, the column and basic connection group
Part includes: construction concrete, prefabricated post shell, the vertical muscle 3 of multiple columns, basis 7 and multiple rebar connectors 4；
Prefabricated post shell includes the column shell 1 and column steel reinforcement cage 2 of inner hollow；Column shell 1 is by concrete prefabricated formation；Column reinforcing bar
Cage 2 is fixed on the inside of column shell 1；Column is indulged muscle 3 and is threaded through in column steel reinforcement cage 2 vertically, and column indulges the lower end stretching column shell 1 of muscle 3；
Multiple basic longitudinal reinforcements 5 are fixed on basis 7, and basic 7 upper surfaces are stretched out in the upper end of basic longitudinal reinforcement 5；Column indulges muscle 3
Lower end is fixed by rebar connector 4 and the upper end of basic longitudinal reinforcement 5；
Concreting construct on column shell 1 and basic longitudinal reinforcement 5, prefabricated post shell and basis 7 is fixed.
The utility model provides a kind of column and basic connection component, and the column shell 1 of prefabricated post shell is in factory by concrete prefabricated
It is formed.User transports prefabricated post shell to construction site, and column is indulged muscle and is through in column steel reinforcement cage, and by connector that Liang is total
The lower end of muscle and the upper end of basic longitudinal reinforcement 5 are fixed, the formwork at basic longitudinal reinforcement 5, on construction ground to prefabricated post shell
It is with pouring construction concrete in template, prefabricated post shell and basis 7 is fixed.
Column is indulged muscle by connector and consolidated with basic longitudinal reinforcement 5 by column provided by the utility model and basic connection component
Fixed, construction personnel's pouring construction concrete into prefabricated post shell on construction ground, column and 7 Connection Steps of basis are simple, and 1, column shell
Divide and not only participated in stress but also template can be served as, greatly reduce live branch modulus, improve efficiency, component uses the form of formwork
Alleviate the weight of prefabricated components.Integrality performance of the structure is equal to cast-in-place structural, has safe and reliable, simplified construction, saves consumption
Material reduces the features such as fugitive dust and building waste, has the stronger market competitiveness.
Further, rebar connector 4 is fixes sleeve；The upper end cap of fixes sleeve indulges the lower end of muscle 3, fixing sleeve in column
The lower end cap of cylinder is in the upper end of basic longitudinal reinforcement 5.
In the present embodiment, fixed column indulges muscle and basic longitudinal reinforcement 5 by the way of fixes sleeve, and structure is simple, operation
It is convenient.
Further, postposition column tie-bar mesh sheet 6 is fixed on basic longitudinal reinforcement 5.
In the present embodiment, the setting of postposition column tie-bar mesh sheet 6 enhances the bonding strength of column and basic 7 junctions.
On the basis of above-described embodiment, further, column steel reinforcement cage 2 is formed by multiple reinforcement weldings.
In the present embodiment, the mechanical welding of column steel reinforcement cage 2 is formed, it is more high-quality than traditional closed stirrup, precision is high, it is high-efficient,
Industrialization degree is high.
On the basis of above-described embodiment, further, column steel reinforcement cage 2 includes column fixing muscle 21 and multiple column mesh sheet
22；Multiple column mesh sheet 22 are successively spaced setting along the length direction of column shell 1；Column fixing muscle 21 and the fixed company of multiple column mesh sheet 22
It connects.
In the present embodiment, column steel reinforcement cage 2 includes column fixing muscle 21 and multiple column mesh sheet 22, and column fixing muscle 21 is by multiple column nets
Piece 22 is fixed, and structure is simple, easy to process, and the setting of column mesh sheet 22 can indulge muscle 3 convenient for placing column and be poured.
On the basis of above-described embodiment, further, column mesh sheet 22 includes column framework 221 and multiple is fixed on column
Column dowel 222 in framework 221；Multiple column dowels 222 are arranged in well word.
In the present embodiment, column mesh sheet 22 includes column framework 221 and the column dowel 222 being fixed in column framework 221, column frame
Body 221 and column shell 1 are fixed, and column shell 1 is convenient for fixed with column shell 1.
On the basis of above-described embodiment, further, column fixing muscle 21 and column framework 221 and column dowel 222
Tie point is fixedly connected.
In the present embodiment, column fixing muscle 21 is connected at the binding site of column mesh sheet 22 and column dowel 222, improves the two knot
Bonding strength at chalaza, while also improving the integral strength of steel reinforcement cage.
On the basis of above-described embodiment, further, column fixing muscle 21 is multiple；Multiple column fixing muscles 21 are set in parallel
It sets, and each column fixing muscle 21 is fixedly connected with multiple column mesh sheet 22.
In the present embodiment, column fixing muscle 21 is set as multiple, improves the fixed effect of multiple column mesh sheet 22.Multiple columns
Fixing muscle 21 is arranged in parallel, compound with regular structure, improves integral strength.
On the basis of above-described embodiment, further, column steel reinforcement cage 2 is fixed on the inside of the side wall of column shell 1.
In the present embodiment, column steel reinforcement cage 2 is fixed on the inside of the side wall of column shell 1, can be in the prefabricated casting concrete of column shell 1
When directly pour inside it, it is fixed, convenient for construction.
On the basis of above-described embodiment, further, multiple columns are indulged muscle and are evenly arranged in column steel reinforcement cage.
In the present embodiment, setting can make prefabricated post shell uniform force in this way, improve intensity.
On the basis of above-described embodiment, further, the utility model also provides a kind of frame structure system, the frame
Frame structural body system includes: column provided by the utility model and basic connection component.
The present embodiment provides a kind of frame structure system, which includes floor, beam and above-mentioned column and base
Plinth connection component etc..
The above is only the preferred embodiments of the present utility model only, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (10)
1. a kind of column and basic connection component characterized by comprising construction concrete, prefabricated post shell, multiple columns indulge muscle, base
Plinth and multiple rebar connectors；
The prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；The column shell is by concrete prefabricated formation；It is described
Column steel reinforcement cage is fixed on the inside of the column shell；The column is indulged muscle and is threaded through in the column steel reinforcement cage vertically, and the column is vertical
The column shell is stretched out in the lower end of muscle；
Be fixed with multiple basic longitudinal reinforcements on the basis of described, and the upper end of the basic longitudinal reinforcement stretch out it is described on the basis of table
Face；The lower end that the column indulges muscle is fixed by the upper end of the rebar connector and the basic longitudinal reinforcement；
The construction concreting is on the column shell and the basic longitudinal reinforcement, by the prefabricated post shell and the base
Plinth is fixed.
2. column according to claim 1 and basic connection component, which is characterized in that the rebar connector is fixing sleeve
Cylinder；The upper end cap of the fixes sleeve indulges the lower end of muscle in the column, and the lower end cap of the fixes sleeve is longitudinal on the basis
The upper end of reinforcing bar.
3. column according to claim 1 and basic connection component, which is characterized in that be fixed on the basis longitudinal reinforcement
Postposition column tie-bar mesh sheet.
4. column according to claim 1 and basic connection component, which is characterized in that the column steel reinforcement cage is by multiple steel bar weldings
It connects to be formed.
5. column according to claim 1 and basic connection component, which is characterized in that the column steel reinforcement cage includes column fixing muscle
With multiple column mesh sheet；
Multiple column mesh sheet are successively spaced setting along the length direction of the column shell；The column fixing muscle and multiple column nets
Piece is fixedly connected.
6. column according to claim 5 and basic connection component, which is characterized in that the column mesh sheet includes column framework and more
A column dowel being fixed in the column framework；Multiple column dowels are arranged in well word.
7. column according to claim 6 and basic connection component, which is characterized in that the column fixing muscle and the column framework
It is fixedly connected with the tie point of the column dowel.
8. column according to claim 1 and basic connection component, which is characterized in that the column steel reinforcement cage is fixed on the column
The inside of the side wall of shell.
9. column according to claim 1 and basic connection component, which is characterized in that the vertical muscle of multiple columns is evenly arranged in described
In column steel reinforcement cage.
10. a kind of frame structure system characterized by comprising even such as the described in any item columns of claim 1-9 and basis
Connected components.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821075897.4U CN209179203U (en) | 2018-07-06 | 2018-07-06 | Column and basic connection component and frame structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821075897.4U CN209179203U (en) | 2018-07-06 | 2018-07-06 | Column and basic connection component and frame structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209179203U true CN209179203U (en) | 2019-07-30 |
Family
ID=67358437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821075897.4U Active CN209179203U (en) | 2018-07-06 | 2018-07-06 | Column and basic connection component and frame structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209179203U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235732A (en) * | 2021-05-21 | 2021-08-10 | 青岛腾远设计事务所有限公司 | Construction method of prefabricated conversion beam and prefabricated column connection node on beam and connection point structure of prefabricated conversion beam and prefabricated column connection node |
-
2018
- 2018-07-06 CN CN201821075897.4U patent/CN209179203U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235732A (en) * | 2021-05-21 | 2021-08-10 | 青岛腾远设计事务所有限公司 | Construction method of prefabricated conversion beam and prefabricated column connection node on beam and connection point structure of prefabricated conversion beam and prefabricated column connection node |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 102200 Room 302, building 6, 8 Beiqing Road, Changping District, Beijing Patentee after: Beijing Sany Architectural Design Research Co.,Ltd. Address before: 110000 rooms 1701 and 1702, No. 92 Shengli South Street, Shenyang City, Liaoning Province Patentee before: SHENYANG SANYI BUILDING DESIGN RESEARCH Co.,Ltd. |
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| CP03 | Change of name, title or address |