CN207647031U - A kind of reinforced column shaft segment structure for building industrialization - Google Patents
A kind of reinforced column shaft segment structure for building industrialization Download PDFInfo
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- CN207647031U CN207647031U CN201720804538.7U CN201720804538U CN207647031U CN 207647031 U CN207647031 U CN 207647031U CN 201720804538 U CN201720804538 U CN 201720804538U CN 207647031 U CN207647031 U CN 207647031U
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- column shell
- pull rod
- column
- shell
- shaft segment
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Abstract
The utility model discloses a kind of reinforced column shaft segment structures for building industrialization, including the continuous closed column shell and positioned at the concrete inner prop of column shell surrounded in cavity of surrounding, it is equipped with several stirrups in concrete inner prop and is all connected with the vertical reinforcement to form steel reinforcement cage with each stirrup, it is additionally provided with and is fixed on column shell several to pull rod two opposite sides between drawing, the both ends of pull rod are fastened by bolts.This reinforced column shaft segment structure can complete column shell and steel reinforcement cage in factory, the column shell and steel reinforcement cage of lightweight can at the construction field (site) by lift it is assembled after, casting concrete forms concrete inner prop and obtains the structure of shaft section, the structure of this shaft section can be convenient for rapid construction, improve construction efficiency, and since the column shell outside concrete inner prop is molded by formed by integrally casting, can have better holistic resistant behavior, this utility model to be used for building element field.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of reinforced column for building industrialization
Shaft segment structure.
Background technology
Ordinary reinforced concrete column binds vertical reinforcement first at the construction field (site) and stirrup forms steel reinforcement cage, then in column section
Surrounding support template, after-pouring concrete after concrete setting and reaching some strength requirement, then remove the mould of column surrounding
Plate.Site operation step is more, and flow is complicated, and the construction period is long.
Traditional prefabricated reinforced concrete column completes above-mentioned steps in factory, and completely prefabricated reinforced column is transported
Defeated then to lift installation to behind construction site, the weight of transport and lifting installation is larger, by built-in fitting, pre- between prefabricated components
It stays and pours that the connection such as part is integral, and connecting structure is complicated after jack grouting, steel bushing, concrete, the stress performance of structure and whole
Body is not good enough.
Utility model content
The purpose of this utility model is to provide a kind of construction and construction is simple and holistic resistant behavior is preferably for building
Build industrialized reinforced column shaft segment structure.
Technical solution adopted in the utility model is：
A kind of reinforced column shaft segment structure for building industrialization, including surrounding continuously closed column shell and
In the concrete inner prop of column shell surrounded in cavity, concrete inner prop from top to bottom be equipped with several stirrups and with each stirrup
Be all connected with the vertical reinforcement to form steel reinforcement cage, be additionally provided between drawing be fixed on column shell it is several to pull rod two opposite sides, it is right
The both ends of pull rod are fastened by bolts.
It is further used as the improvement of technical solutions of the utility model, column shell is integrally formed by concreting.
It is further used as the improvement of technical solutions of the utility model, two layers of strengthening support parallel to each other is filled in column shell
Net, each strengthening support net are located inside and outside column shell below surface.
It is further used as the improvement of technical solutions of the utility model, each stirrup includes overlapped in length and breadth reinforcing bars several each other,
The reinforcing bar that each pair of pull rod is mutually parallel with wherein two respectively is fixedly connected.
It is further used as the improvement of technical solutions of the utility model, each stirrup includes forming closing ring rib ring by bending
Reinforcing bar and the assistant reinforcement muscle being connected in stirrup circle, each pair of pull rod are fixedly connected with the both sides of stirrup circle respectively.
It is further used as the improvement of technical solutions of the utility model, both sides opposite on column shell are stretched out to pull rod, to drawing
The both ends of bar are equipped with external screw thread, and connection is threadably secured by the nut outside column shell to the both ends of pull rod.
It is further used as the improvement of technical solutions of the utility model, the both ends of pull rod are located at the inside of column shell, to drawing
The both ends of bar are equipped with external screw thread, pass through the shell of column shell to be equipped with a stud, stud is hollow setting, in the hollow section of stud
Portion is equipped with internal thread, and the outside of stud is equipped with the nut for being close to the setting of column shell, and stud stretches into column shell and to pull rod both ends
It is threadedly coupled.
The beneficial effects of the utility model：This reinforced column shaft segment structure for building industrialization can will be outside column
Shell and steel reinforcement cage complete in factory, the column shell and steel reinforcement cage of lightweight can at the construction field (site) by lift it is assembled after, pour
Concrete forms concrete inner prop and obtains the structure of shaft section, and the structure of this shaft section can be convenient for rapid construction, improve construction
Efficiency, and since the column shell outside concrete inner prop is molded by formed by integrally casting, can have better holistic resistant behavior.
Description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings：
Fig. 1 is the utility model first embodiment cross-sectional view；
Fig. 2 is the utility model second embodiment cross-sectional view；
Fig. 3 is the utility model 3rd embodiment cross-sectional view.
Specific implementation mode
Referring to Fig.1~Fig. 3, the utility model are a kind of reinforced column shaft segment structure for building industrialization,
Including the continuous closed column shell 1 and in the concrete inner prop 2 of column shell 1 surrounded in cavity, concrete inner prop 2 of surrounding
It is from top to bottom equipped with several stirrups 3 and is all connected with the vertical reinforcement 4 to form steel reinforcement cage with each stirrup 3, be additionally provided with and drawing is fixed on
It is several to pull rod 5 between two opposite sides on column shell 1, the both ends of pull rod 5 are fastened by bolt 6.
This reinforced column shaft segment structure for being used for building industrialization can make column shell 1 and steel reinforcement cage in factory
Complete, the column shell 1 and steel reinforcement cage of lightweight can at the construction field (site) by lift it is assembled after, casting concrete forms concrete inner prop
2 obtain the structure of shaft section, and the structure of this shaft section can be convenient for rapid construction, improve construction efficiency, and due in concrete
Column shell 1 outside column 2 is molded by formed by integrally casting, can have better holistic resistant behavior.
As the utility model preferred embodiment, column shell 1 is integrally formed by concreting.
As the utility model preferred embodiment, two layers of strengthening support net parallel to each other is filled in column shell 1, respectively
Strengthening support net is located inside and outside column shell 1 below surface.
Such as Fig. 2, as the utility model preferred embodiment, each stirrup 3 includes overlapped in length and breadth reinforcing bars several each other,
The reinforcing bar that each pair of pull rod 5 is mutually parallel with wherein two respectively is fixedly connected.
Such as Fig. 3, as the utility model preferred embodiment, each stirrup 3 includes forming closing ring rib ring by bending
31 reinforcing bar and the assistant reinforcement muscle 32 being connected in stirrup circle 31, each pair of pull rod 5 is fixed with the both sides of stirrup circle 31 respectively to be connected
It connects.
Such as Fig. 2 and Fig. 3, as the utility model preferred embodiment, pull rod 5 is stretched out opposite two on column shell 1
Side is equipped with external screw thread to the both ends of pull rod 5, is threadably secured by the nut outside column shell 1 to the both ends of pull rod 5
Connection.
It is right if Fig. 1 is located at the both ends of pull rod 5 inside of column shell 1 as the utility model preferred embodiment
The both ends of pull rod 5 are equipped with external screw thread, and the shell of column shell 1 is passed through to be equipped with a stud 61, and stud 61 is hollow setting, stud 61
Hollow section be internally provided with internal thread, the outside of stud 61 is equipped with the nut 62 for being close to the setting of column shell 1, and stud 61 stretches into outside column
It is threadedly coupled with to 5 both ends of pull rod in shell 1.
The column shell 1 of this reinforced column shaft segment structure can be in factory by pouring molding, then transports existing to construction
It carries out assembled after, and after steel reinforcement cage is fixed in column shell 1, passes through casting concrete and form reinforced column column
Body structure.
To drawing the both sides opposite on column shell 1 between pull rod 5, and it is fixedly connected with each stirrup 3 in steel reinforcement cage, it can be
In column shell 1 while fixed steel bars cage so that concrete inner prop 2 pours front pillar shell 1 and is in securely and stablizes with steel reinforcement cage
Self-balancing state, after the completion of concrete inner prop 2 pours, concrete inner prop 2 combines together with column shell 1, so that steel
Reinforced concrete column shaft has better holistic resistant behavior.
After concrete inner prop 2 pours and finishes and solidify, column shell 1 combines together with concrete inner prop 2, and it is mixed to form reinforcing bar
Solidifying earth pillar shaft, there is no the dismountings of template for the process of whole scene construction, can save site operation flow.
Certainly, the utility model creation is not limited to the above embodiment, and those skilled in the art are not disobeying
Equivalent variations or replacement can be also made under the premise of back of the body the spirit of the present invention, these equivalent modifications or replacement are all contained in this
Apply in claim limited range.
Claims (5)
1. a kind of reinforced column shaft segment structure for building industrialization, it is characterised in that：It is continuously closed including surrounding
Column shell and the concrete inner prop surrounded in cavity positioned at the column shell, the column shell pass through concreting one
It is molded, several stirrups are from top to bottom equipped in the concrete inner prop and are all connected with to form the vertical of steel reinforcement cage with each stirrup
Reinforcing bar is additionally provided with and is fixed on the column shell several to pull rod two opposite sides between drawing, and the both ends to pull rod pass through
Bolt fastens, and two layers of strengthening support net parallel to each other is filled in the column shell, and each strengthening support net is located in column shell
Below outer both side surface.
2. the reinforced column shaft segment structure according to claim 1 for building industrialization, it is characterised in that：Respectively
The stirrup includes overlapped in length and breadth reinforcing bars several each other, and each reinforcing bar being mutually parallel respectively with wherein two to pull rod is fixed
Connection.
3. the reinforced column shaft segment structure according to claim 1 for building industrialization, it is characterised in that：Respectively
The stirrup includes the assistant reinforcement muscle for forming the reinforcing bar of closing ring rib ring by bending and being connected in stirrup circle, each described right
Pull rod is fixedly connected with the both sides of stirrup circle respectively.
4. the reinforced column shaft segment structure according to claim 1 for building industrialization, it is characterised in that：Institute
It states and stretches out both sides opposite on column shell to pull rod, the both ends to pull rod are equipped with external screw thread, the both ends to pull rod
It is threadably secured connection by the nut outside column shell.
5. the reinforced column shaft segment structure according to claim 1 for building industrialization, it is characterised in that：Institute
The inside that the both ends of pull rod are located at column shell is stated, the both ends to pull rod are equipped with external screw thread, pass through the column shell
Shell is equipped with a stud, and the stud is hollow setting, and the hollow section of the stud is internally provided with internal thread, the stud it is outer
Side is equipped with the nut for being close to the setting of column shell, and the stud is stretched into column shell and is threadedly coupled with to pull rod both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720804538.7U CN207647031U (en) | 2017-07-03 | 2017-07-03 | A kind of reinforced column shaft segment structure for building industrialization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720804538.7U CN207647031U (en) | 2017-07-03 | 2017-07-03 | A kind of reinforced column shaft segment structure for building industrialization |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207647031U true CN207647031U (en) | 2018-07-24 |
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ID=62886284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720804538.7U Active CN207647031U (en) | 2017-07-03 | 2017-07-03 | A kind of reinforced column shaft segment structure for building industrialization |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207647031U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667337A (en) * | 2019-01-17 | 2019-04-23 | 徐州中煤汉泰建筑工业化有限公司 | A kind of assembled architecture precast concrete and its construction method |
| CN109680875A (en) * | 2019-01-18 | 2019-04-26 | 河海大学 | It can Prefabricated composite separated column and its production and reinforcement means |
-
2017
- 2017-07-03 CN CN201720804538.7U patent/CN207647031U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667337A (en) * | 2019-01-17 | 2019-04-23 | 徐州中煤汉泰建筑工业化有限公司 | A kind of assembled architecture precast concrete and its construction method |
| CN109667337B (en) * | 2019-01-17 | 2024-01-05 | 徐州中煤汉泰建筑工业化有限公司 | Prefabricated concrete structure for assembled building and construction method thereof |
| CN109680875A (en) * | 2019-01-18 | 2019-04-26 | 河海大学 | It can Prefabricated composite separated column and its production and reinforcement means |
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