CN208152391U - A kind of assembly concrete column - Google Patents
A kind of assembly concrete column Download PDFInfo
- Publication number
- CN208152391U CN208152391U CN201820589002.2U CN201820589002U CN208152391U CN 208152391 U CN208152391 U CN 208152391U CN 201820589002 U CN201820589002 U CN 201820589002U CN 208152391 U CN208152391 U CN 208152391U
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- vertical reinforcement
- layer vertical
- stirrup
- concrete column
- internal layer
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Abstract
The utility model discloses a kind of assembly concrete columns, the armored concrete coaming plate is vertical to be spaced substantially equidistant equipped with several rectangular clapboards, outer layer vertical reinforcement and internal layer vertical reinforcement are interspersed on the rectangular clapboard, triangle stirrup is wrapped on the outside of two neighboring outer layer vertical reinforcement and an adjoining internal layer vertical reinforcement, the two neighboring triangle stirrup top-bottom cross setting, and triangle stirrup is vertically spaced substantially equidistant equipped with several layers, the outside of each internal layer vertical reinforcement is symmetrically arranged with one and wears tendon bush, the inside for wearing tendon bush is interspersed with reinforcing bar, described wear is wrapped with casing stirrup on the outside of tendon bush, four gas vents are symmetrically arranged on the rectangular clapboard, and rectangular clapboard is equipped with round injected hole.The assembly concrete column has good rigidity and bearing capacity, while with good stability and safety, highly reliable, while being convenient for constructing operation and concrete perfusion.
Description
Technical field
The utility model belongs to technical field of buildings, and in particular to a kind of assembly concrete column.
Background technique
Prefabricated assembled concrete structure be it is a kind of prefabricated components are assembled, are connected after cast-in-place composition concrete knot
Structure.It since component is directly produced in factory, is influenced by environment and human factor smaller, component matter can be obviously improved
Amount.And compared to cast-in-place concrete structure, the use of operating personnel and template is can be significantly reduced in prefabricated concrete structure
Amount improves construction efficiency.In today that labour's unit price increasingly goes up, prefabricated concrete structure has become future architecture
The main direction of development.
In recent years, with the rapid development of our country's economy, the requirement of building structure is also continuously improved, such as needs to build
Higher safer building, is supported between the floor and floor of building with concrete column, and concrete column constitutes building
Load-bearing main body, so the bearing capacity of concrete column is to guarantee the key factor of building safety.Current building is used
Concrete column be mostly reinforced column, including cross section be circular reinforced column or cross section is the steel of rectangle
Reinforced concrete column, reinforced column by steel bar framework and coagulation local soil type at.Such as (bulletin) number is disclosed：CN205577260U's
A kind of concrete column, it includes：More steel core concrete columns and armored concrete, the armored concrete wrap up the more steel
Pipe concrete column forms a concrete column；Every steel core concrete column in the more steel core concrete columns includes steel
The concrete filled in pipe and the steel pipe；Since the rigidity and carrying of the concrete column can be improved in more steel core concrete columns
Ability, the armored concrete being wrapped in outside more steel core concrete columns can provide protective effect to steel core concrete column, improve
Integrally-built fire resistance, so that the integrally-built bearing capacity of the concrete column is high, shock resistance and endurance quality are excellent
More, but the stability of the concrete column and security performance are not good enough.
For this purpose, it is proposed that it is a kind of have a safety feature, assembly concrete column that stability is strong solves the above problems.
Utility model content
It is mentioned above in the background art to solve the purpose of this utility model is to provide a kind of assembly concrete column
Problem.
To achieve the above object, the utility model provides the following technical solutions：A kind of assembly concrete column, including reinforcing bar
Concrete coaming plate, the armored concrete coaming plate is vertical to be spaced substantially equidistant equipped with several rectangular clapboards, is worn on the rectangular clapboard
It is inserted with outer layer vertical reinforcement and internal layer vertical reinforcement, two neighboring outer layer vertical reinforcement and an adjoining internal layer vertical reinforcement
Outside be wrapped with triangle stirrup, the outside of each internal layer vertical reinforcement is symmetrically arranged with one and wears tendon bush, described to wear
The inside of tendon bush is interspersed with reinforcing bar, and described wear is wrapped with casing stirrup, symmetrically sets on the rectangular clapboard on the outside of tendon bush
There are four gas vents, and rectangular clapboard is equipped with round injected hole.
Preferably, the rectangular clapboard outer edge size is corresponding with the inward flange size of armored concrete coaming plate.
Preferably, the outer layer vertical reinforcement is in rectangular arranged, the distance between two neighboring described outer layer vertical reinforcement
The distance between equal and horizontally arranged or longitudinal arrangement two neighboring internal layer vertical reinforcement is equal.
Preferably, two neighboring outer layer vertical reinforcement is set with an adjoining internal layer vertical reinforcement in isosceles triangle
Set and two neighboring internal layer vertical reinforcement it is same as an adjoining outer layer vertical reinforcement be in isosceles triangle setting.
Preferably, the two neighboring triangle stirrup top-bottom cross setting, and triangle stirrup is vertically spaced substantially equidistant and is equipped with
Several layers.
Preferably, described sleeve pipe stirrup is interspersed in multi-turn solderless wrapped connection, and casing stirrup is set between two layers of triangle stirrup.
Preferably, vertical symmetry is arranged one by one for the rectangular clapboard upper air-vent of vertical arrangement and round injected hole.
The technical effect and advantage of the utility model：The assembly concrete column, design is multiple to wear tendon bush, and is wearing
The inside of tendon bush is interspersed with reinforcing bar, to the inside placing concrete for wearing tendon bush after interting, can be further improved the coagulation
The rigidity and bearing capacity of earth pillar are wrapped with the casing stirrup being interspersed in the outside multi-turn for wearing tendon bush, to wearing tendon bush
While protective effect is provided, the stability of the concrete column is also improved, and design outer layer vertical reinforcement and internal layer erect
The reliability of the concrete column is improved to reinforcing bar, while perpendicular in two neighboring outer layer vertical reinforcement and an adjoining internal layer
It is wrapped with triangle stirrup on the outside of to reinforcing bar, further enhances the stability and bearing capacity and gas vent of the concrete column
With round injected hole so that easy for construction.
Detailed description of the invention
Fig. 1 is the top view of the utility model；
Fig. 2 is the structural schematic diagram of the utility model casing stirrup solderless wrapped connection；
Fig. 3 is the utility model rectangular clapboard and the structural schematic diagram for wearing tendon bush.
In figure：1 armored concrete coaming plate, 2 rectangular clapboards, 3 outer layer vertical reinforcements, 4 internal layer vertical reinforcements, 5 triangle stirrups,
6 wear tendon bush, 7 reinforcing bars, 8 casing stirrups, 9 gas vents, 10 round injected holes.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides a kind of assembly concrete column as shown in Figs. 1-3, including armored concrete coaming plate 1,
The armored concrete coaming plate 1 is vertical to be spaced substantially equidistant equipped with several rectangular clapboards 2, is interspersed with outer layer on the rectangular clapboard 2
Vertical reinforcement 3 and internal layer vertical reinforcement 4, two neighboring outer layer vertical reinforcement 3 are outer with an adjoining internal layer vertical reinforcement 4
Side is wrapped with triangle stirrup 5, and the outside of each internal layer vertical reinforcement 4 is symmetrically arranged with one and wears tendon bush 6, described to wear muscle
The inside of casing 6 is interspersed with reinforcing bar 7, and the outside for wearing tendon bush 6 is wrapped with casing stirrup 8, symmetrical on the rectangular clapboard 2
If there are four gas vent 9, and rectangular clapboard 2 is equipped with round injected hole 10.
Specifically, the 2 outer edge size of rectangular clapboard is opposite with the inward flange size of armored concrete coaming plate 1
It answers, provides good precondition to be poured the sealing performance of work.
Specifically, the outer layer vertical reinforcement 3 is in rectangular arranged, between the two neighboring outer layer vertical reinforcement 3 away from
It is equal from the distance between equal and horizontally arranged or longitudinal arrangement two neighboring internal layer vertical reinforcement 4.
Specifically, two neighboring outer layer vertical reinforcement 3 is set with an adjoining internal layer vertical reinforcement 4 in isosceles triangle
It sets and two neighboring internal layer vertical reinforcement 4 is equally arranged in isosceles triangle with an adjoining outer layer vertical reinforcement 3.
Specifically, two neighboring 5 top-bottom cross of the triangle stirrup setting, and triangle stirrup 5 is vertically spaced substantially equidistant and sets
There are several layers.
Specifically, described sleeve pipe stirrup 8 is interspersed in multi-turn solderless wrapped connection, and casing stirrup 8 be set to two layers of triangle stirrup 5 it
Between.
Specifically, vertical symmetry is set one by one for 2 upper air-vent 9 of rectangular clapboard of vertical arrangement and round injected hole 10
It sets.
The assembly concrete column, design is multiple to wear tendon bush 6, and is interspersed with reinforcing bar 7 in the inside for wearing tendon bush 6,
To the inside placing concrete for wearing tendon bush 6 after interspersed, the rigidity and bearing capacity of the concrete column can be further improved,
The outside multi-turn for wearing tendon bush 6 is wrapped with the casing stirrup 8 being interspersed, while to the offer protective effect of tendon bush 6 is worn,
The stability of the concrete column is improved, and design outer layer vertical reinforcement 3 and internal layer vertical reinforcement 4 improve the concrete
The reliability of column, while being wrapped in the outside of two neighboring outer layer vertical reinforcement 3 and an adjoining internal layer vertical reinforcement 4
Triangle stirrup 5 further enhances the stability and bearing capacity and gas vent 9 and round injected hole 10 of the concrete column, makes
It obtains easy for construction.So that the integrally-built bearing capacity of the concrete column is high, shock resistance and endurance quality are superior, it can be in height
It is applied in layer building structure, performance is stablized, convenient for popularizing.
Finally it should be noted that：The above descriptions are merely preferred embodiments of the present invention, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of assembly concrete column, including armored concrete coaming plate (1), it is characterised in that：The armored concrete coaming plate
(1) vertical to be spaced substantially equidistant equipped with several rectangular clapboards (2), be interspersed on the rectangular clapboard (2) outer layer vertical reinforcement (3) and
Internal layer vertical reinforcement (4), the outside of two neighboring outer layer vertical reinforcement (3) and an adjoining internal layer vertical reinforcement (4) around
It is connected to triangle stirrup (5), the outside of each internal layer vertical reinforcement (4) is symmetrically arranged with one and wears tendon bush (6), described to wear
The inside of tendon bush (6) is interspersed with reinforcing bar (7), and described wear is wrapped with casing stirrup (8), the rectangle on the outside of tendon bush (6)
Four gas vents (9) are symmetrically arranged on partition (2), and rectangular clapboard (2) is equipped with round injected hole (10).
2. a kind of assembly concrete column according to claim 1, it is characterised in that：Rectangular clapboard (2) outer edge
Size is corresponding with the inward flange size of armored concrete coaming plate (1).
3. a kind of assembly concrete column according to claim 1, it is characterised in that：The outer layer vertical reinforcement (3) is in
Rectangular arranged, the distance between two neighboring described outer layer vertical reinforcement (3) are equal and horizontally arranged or longitudinal arrangement adjacent
The distance between two internal layer vertical reinforcements (4) are equal.
4. a kind of assembly concrete column according to claim 1, it is characterised in that：Two neighboring outer layer vertical reinforcement
(3) with an adjoining internal layer vertical reinforcement (4) in isosceles triangle setting and two neighboring internal layer vertical reinforcement (4)
Equally it is arranged in isosceles triangle with an adjoining outer layer vertical reinforcement (3).
5. a kind of assembly concrete column according to claim 1, it is characterised in that：The two neighboring triangle stirrup
(5) top-bottom cross is arranged, and triangle stirrup (5) is vertically spaced substantially equidistant equipped with several layers.
6. a kind of assembly concrete column according to claim 1, it is characterised in that：Described sleeve pipe stirrup (8) is in multi-turn
Solderless wrapped connection is interspersed, and casing stirrup (8) is set between two layers of triangle stirrup (5).
7. a kind of assembly concrete column according to claim 1, it is characterised in that：The rectangular clapboard (2) of vertical arrangement
Vertical symmetry is arranged one by one for upper air-vent (9) and round injected hole (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820589002.2U CN208152391U (en) | 2018-04-24 | 2018-04-24 | A kind of assembly concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820589002.2U CN208152391U (en) | 2018-04-24 | 2018-04-24 | A kind of assembly concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208152391U true CN208152391U (en) | 2018-11-27 |
Family
ID=64374972
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820589002.2U Expired - Fee Related CN208152391U (en) | 2018-04-24 | 2018-04-24 | A kind of assembly concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208152391U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610729A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of T-shaped shaped rc columns |
-
2018
- 2018-04-24 CN CN201820589002.2U patent/CN208152391U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610729A (en) * | 2018-12-07 | 2019-04-12 | 中国建筑西北设计研究院有限公司 | A kind of T-shaped shaped rc columns |
| CN109610729B (en) * | 2018-12-07 | 2021-03-16 | 中国建筑西北设计研究院有限公司 | T-shaped reinforced concrete special-shaped column |
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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: 20181127 Termination date: 20190424 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |