CN203878865U - Profile steel concrete column member - Google Patents
Profile steel concrete column member Download PDFInfo
- Publication number
- CN203878865U CN203878865U CN201420249979.1U CN201420249979U CN203878865U CN 203878865 U CN203878865 U CN 203878865U CN 201420249979 U CN201420249979 U CN 201420249979U CN 203878865 U CN203878865 U CN 203878865U
- Authority
- CN
- China
- Prior art keywords
- shaped
- stirrup
- profile steel
- stirrups
- concrete column
- 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
Links
Abstract
The utility model relates to a profile steel concrete column member which comprises profile steel, outer-layer sealing stirrups and longitudinal stirrups, wherein the profile steel is positioned in an central area of the structure of the profile steel concrete column member; the outer-layer sealing stirrups are arranged around the edges of the structure of the profile steel concrete column member; the longitudinal stirrups are arranged along the inner sides of the outer-layer sealing stirrups. The profile steel concrete column member further comprises a plurality of groups of U-shaped stirrups, wherein each group of U-shaped stirrups comprise first U-shaped stirrups and second U-shaped stirrups, wherein the first U-shaped stirrups and the second U-shaped stirrups are of inequilateral U-shaped structures; the long edges of the U-shaped stirrups pass through the profile steel; the short edges of the U-shaped stirrups tightly prop against the profile steel but do not pass through the profile steel. The inner-layer sealing stirrups are designed as two independent inequilateral U-shaped structures; then the profile steel concrete column structure is fixed by utilizing the U-shaped structures which are mutually welded, so that the profile steel concrete column member has the advantages of being simple to construct, capable of easily meeting requirements of the design and construction specification and the like under the premise that the soundness and the safety of the profile steel concrete column member are ensured.
Description
Technical field
The utility model relates to engineering construction field, relates in particular to a kind of profile steel concrete column member.
Background technology
Profile steel concrete column is a kind of all kinds of buildings of the field of civil engineering such as building, traffic, municipal administration, water conservancy and structural element of structure of being widely used in.This pillar generally can bear the acting in conjunction of pressure, moment of flexure and shearing.
Yet, there is certain problem in the arrangement of the current inner stirrup of profile steel concrete column, because in real work, often need longitudinal column tie-bar to pass through the web of shaped steel, and because in steel reinforced concrete, longitudinally the spacing diameter intensive and longitudinal stirrup of stirrup is larger, just make the difficulty of construction greatly increase, be unfavorable for real work demand.
Summary of the invention
In order to address the above problem, the utility model provides a kind of profile steel concrete column member, possesses construction simple, easily meets the advantages such as design and job specfication requirement.
Above-mentioned a kind of profile steel concrete column member, comprise shaped steel, outer closed stirrup, longitudinal stirrup, described shaped steel is positioned at the central area of member, and described outer closed stirrup is around the edge of structure, and described longitudinal stirrup arranges along the inner side of outer closed stirrup;
Wherein, described structure also comprises some groups of U-shaped stirrups, and described some groups of U-shaped stirrups are interspersed in the inside of structure and are enclosed within the outside of longitudinal stirrup; Described in every group, U-shaped stirrup includes the first U-shaped stirrup and the second U-shaped stirrup; Described the first U-shaped stirrup and the second U-shaped stirrup are unequal-sided U-shaped structure, and weld mutually with the minor face of the second U-shaped stirrup on the long limit of described the first U-shaped stirrup, and the minor face of described the first U-shaped stirrup welds mutually with the long limit of the second U-shaped stirrup; The long limit of described the first U-shaped stirrup and the second U-shaped stirrup is all through shaped steel, and the minor face of described the first U-shaped stirrup and the second U-shaped stirrup all holds out against in shaped steel and not through shaped steel.
In the said equipment, described steel concrete rod structure is rectangular cylinder or cylinder.
In the said equipment, described the first U-shaped stirrup and the second U-shaped stirrup are welded to each other and form internal layer closed stirrup.
In the said equipment, the quantity of longitudinal stirrup of described internal layer closed stirrup inside is even number.
Advantage of the present utility model and beneficial effect are: the utility model provides a kind of profile steel concrete column member, by internal layer closed stirrup being designed to two independently U-shaped structures of inequilateral, the U-shaped structure that recycling is welded to each other is fixed steel concrete rod structure, thereby realized, guaranteeing under the prerequisite of soundness and safety to possess the advantages such as simple, the easy satisfied design of construction and job specfication requirement.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described below, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is the top view of the utility model Shaped Steel concrete column member;
Fig. 2 is the structural representation of U-shaped stirrup in the utility model.
the specific embodiment
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is further described.Following examples are only for the technical solution of the utility model is more clearly described, and can not limit protection domain of the present utility model with this.
As shown in Figure 1, the utility model has been recorded a kind of profile steel concrete column member, comprises shaped steel 1, outer closed stirrup 2, longitudinal stirrup 3; Wherein, shaped steel 1 is positioned at the central area of this structure, and outer closed stirrup 2 is around the edge of structure, and longitudinally stirrup 3 arranges along the inner side of outer closed stirrup 2;
Preferred above-mentioned steel concrete rod structure is rectangular cylinder or cylinder.
Further, the inside of above-mentioned steel concrete rod structure is also provided with some groups of U-shaped stirrups, and above-mentioned longitudinal stirrup 3 entangles firm by this U-shaped stirrup.
In addition, described in every group, U-shaped stirrup includes the first U-shaped stirrup 4 and the second U-shaped stirrup 5, and this first U-shaped stirrup 4 and the second U-shaped stirrup 5 are unequal-sided U-shaped structure, and its structure as shown in Figure 2.
Simultaneously, weld mutually with the minor face of the second U-shaped stirrup 5 on the long limit of the first above-mentioned U-shaped stirrup 4, the minor face of the first U-shaped stirrup 4 welds mutually with the long limit of the second U-shaped stirrup 5, simultaneously, the first above-mentioned U-shaped stirrup 4 and the long limit of the second U-shaped stirrup 5 are all through shaped steel 1, the minor face of the first U-shaped stirrup 4 and the second U-shaped stirrup 5 all holds out against in shaped steel 1 and not through this shaped steel 1, with this, forms internal layer closed stirrup.
The quantity of the longitudinal stirrup 3 in preferred above-mentioned internal layer closed stirrup is even number, with this, meets symmetrical structure.
In real work, shaped steel 1 is reserved good preformed hole in factory in advance according to plan.When each stirrup is carried out to colligation, the longitudinal stirrup 3 of first colligation, then carry out outer closed stirrup 2, thus make each longitudinal stirrup 3 fixing.
Then, be inserted in unequal-sided the first U-shaped stirrup 4, be specially long limit through shaped steel 1, minor face holds out against the web of shaped steel 1, not through shaped steel 1.
Next, be inserted in unequal-sided the second U-shaped stirrup 5, same long limit is through shaped steel 1, and minor face holds out against the web of shaped steel 1,, through shaped steel 1, with this, does not complete this row's colligation.
Finally, the first U-shaped stirrup 4 and the second U-shaped stirrup 5 are welding near the lap position place of longitudinal stirrup 3, one side welding 5D, the diameter that double welding 10D(D is column tie-bar).
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (4)
1. a profile steel concrete column member, comprises shaped steel, outer closed stirrup, longitudinal stirrup, and described shaped steel is positioned at the central area of structure, and described outer closed stirrup is around the edge of structure, and described longitudinal stirrup arranges along the inner side of outer closed stirrup; It is characterized in that, described structure also comprises some groups of U-shaped stirrups, and described some groups of U-shaped stirrups are interspersed in the inside of structure and are enclosed within the outside of longitudinal stirrup; Described in every group, U-shaped stirrup includes the first U-shaped stirrup and the second U-shaped stirrup; Described the first U-shaped stirrup and the second U-shaped stirrup are unequal-sided U-shaped structure, and weld mutually with the minor face of the second U-shaped stirrup on the long limit of described the first U-shaped stirrup, and the minor face of described the first U-shaped stirrup welds mutually with the long limit of the second U-shaped stirrup; The long limit of described the first U-shaped stirrup and the second U-shaped stirrup is all through shaped steel, and the minor face of described the first U-shaped stirrup and the second U-shaped stirrup all holds out against in shaped steel and not through shaped steel.
2. a kind of profile steel concrete column member as claimed in claim 1, is characterized in that, described steel concrete rod structure is rectangular cylinder or cylinder.
3. a kind of profile steel concrete column member as claimed in claim 1, is characterized in that, described the first U-shaped stirrup and the second U-shaped stirrup are welded to each other and form internal layer closed stirrup.
4. a kind of profile steel concrete column member as claimed in claim 3, is characterized in that, the quantity of longitudinal stirrup of described internal layer closed stirrup inside is even number.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420249979.1U CN203878865U (en) | 2014-05-16 | 2014-05-16 | Profile steel concrete column member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420249979.1U CN203878865U (en) | 2014-05-16 | 2014-05-16 | Profile steel concrete column member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878865U true CN203878865U (en) | 2014-10-15 |
Family
ID=51679382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420249979.1U Expired - Fee Related CN203878865U (en) | 2014-05-16 | 2014-05-16 | Profile steel concrete column member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878865U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695622A (en) * | 2015-03-17 | 2015-06-10 | 华北水利水电大学 | Solid web type RPC (Reactive Powder Concrete) framework-concrete combined structure |
| CN106049755A (en) * | 2016-03-15 | 2016-10-26 | 河南理工大学 | Rectangular concrete-filled steel tube column restrained by rib-perforating pull bars |
| CN106088472A (en) * | 2016-06-21 | 2016-11-09 | 四川省建筑设计研究院 | A kind of aspect is than the stirrup attachment structure of combined steel and concrete column and installation method thereof |
| CN106522467A (en) * | 2016-12-09 | 2017-03-22 | 山东大学 | Welded stirrup steel framework beam/pillar |
| CN109881777A (en) * | 2019-03-05 | 2019-06-14 | 山东建筑大学 | A kind of assembled high tenacity cement-base composite material bean column node |
| CN113062448A (en) * | 2021-03-31 | 2021-07-02 | 潮峰钢构集团有限公司 | Frame beam steel bar connecting system of section steel column and concrete and pouring construction method |
-
2014
- 2014-05-16 CN CN201420249979.1U patent/CN203878865U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695622A (en) * | 2015-03-17 | 2015-06-10 | 华北水利水电大学 | Solid web type RPC (Reactive Powder Concrete) framework-concrete combined structure |
| CN106049755A (en) * | 2016-03-15 | 2016-10-26 | 河南理工大学 | Rectangular concrete-filled steel tube column restrained by rib-perforating pull bars |
| CN106088472A (en) * | 2016-06-21 | 2016-11-09 | 四川省建筑设计研究院 | A kind of aspect is than the stirrup attachment structure of combined steel and concrete column and installation method thereof |
| CN106522467A (en) * | 2016-12-09 | 2017-03-22 | 山东大学 | Welded stirrup steel framework beam/pillar |
| CN109881777A (en) * | 2019-03-05 | 2019-06-14 | 山东建筑大学 | A kind of assembled high tenacity cement-base composite material bean column node |
| CN109881777B (en) * | 2019-03-05 | 2024-03-22 | 山东建筑大学 | Assembled high-toughness cement-based composite material beam column joint |
| CN113062448A (en) * | 2021-03-31 | 2021-07-02 | 潮峰钢构集团有限公司 | Frame beam steel bar connecting system of section steel column and concrete and pouring construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203878865U (en) | Profile steel concrete column member | |
| CN105735468B (en) | A kind of attachment structure of steel core concrete column and reinforced beam | |
| CN203977582U (en) | A kind of steel core concrete column and beam connecting node | |
| CN207211520U (en) | The attachment structure of steel tube concrete beam and beam | |
| CN105756190A (en) | Fabricated circular steel tube truss tubular joint and machining and manufacturing method thereof | |
| CN204491999U (en) | The compound Concrete-Filled Square Steel Tube coupled column of New Thin-walled | |
| CN109629680B (en) | Assembly type connecting joint of end lap joint type beam and column | |
| CN203569698U (en) | Prestressed concrete beam and concrete-filled steel tube column joint structure | |
| CN206035500U (en) | Adopt prestressing steel's section of jurisdiction connecting device | |
| CN103790243A (en) | Steel-reinforced concrete cross-shaped column-steel beam connection joint | |
| CN207419230U (en) | More limb hollow combination tower piers | |
| CN204059610U (en) | Rectangular steel-tube concrete column and the monolateral bolt connection node of girder steel | |
| CN203905298U (en) | Superimposed component of reinforced concrete filled FRP pipe and concrete filled steel pipe | |
| CN202248368U (en) | Water-stopping and leakage-preventing reinforced concrete shear wall of optical fiber wiring room | |
| CN206319411U (en) | Steel Reinforced Concrete Beam-column Joints structure | |
| CN105297890A (en) | Anchor connection node for buckling-restrained brace and concrete beam-column steel angles | |
| CN204401802U (en) | The connected node of concrete column and girder steel | |
| CN209066255U (en) | A kind of Precast Pier Columns segment flange connecting apparatus | |
| CN204435368U (en) | Prestressed concrete pile | |
| CN203782889U (en) | Steel-reinforced concrete cross-shaped column-steel beam connecting node | |
| CN203684277U (en) | Underground diaphragm wall of shield tunnel | |
| CN105414841A (en) | Assembling die | |
| CN205875143U (en) | Mix earth tubular pile | |
| CN208748842U (en) | A kind of connecting node of steel structure girder and concrete column | |
| CN203782890U (en) | Steel-reinforced concrete T-shaped column-steel beam connecting node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20160516 |