CN107327046A - A kind of steel pipe bundle combining structure - Google Patents
A kind of steel pipe bundle combining structure Download PDFInfo
- Publication number
- CN107327046A CN107327046A CN201710719109.4A CN201710719109A CN107327046A CN 107327046 A CN107327046 A CN 107327046A CN 201710719109 A CN201710719109 A CN 201710719109A CN 107327046 A CN107327046 A CN 107327046A
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- CN
- China
- Prior art keywords
- steel pipe
- basic
- combining structure
- closing
- concrete
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of steel pipe bundle combining structure, it includes the basic steel pipe of some specification identicals for stacking gradually welding from bottom to top, the basic steel pipe is the section bar that section is " U " type, the openend of the basic steel pipe is set upward, a closing steel pipe is welded with positioned at the openend of the basic steel pipe of top, the closing steel pipe is the square tube of enclosed cross, and its width is identical with the basic steel pipe of bottom, the basic steel pipe and closing steel pipe, which are respectively provided with cavity, the cavity, to be used to pour into a mould concrete.Above-mentioned steel pipe bundle combining structure is not only simple in structure, and steel using amount is small；And being conducive to automated production, construction is simple, more conducively promotes.
Description
Technical field
The invention belongs to building materials technology field, more particularly, to a kind of steel pipe bundle combining structure.
Background technology
It is well known that traditional concrete structure needs scene a large amount of artificial, and timber, using more, gives up in construction
Water, airborne dust etc. are seriously polluted, do not meet the policy requirements of national energy-saving environmental protection.But the shear wall structure body in concrete structure
System, while preferable anti-side rigidity is provided, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, with building
Segmenting wall body can there is provided the comfortable interior space with beneficial combination.
Steel construction is a kind of building system of industrialization, meets standardized designs, batch production making, prefabricated construction, letter
The building industrialization standard requirement of breathization management.Assembled in situization construction saves a large amount of artificial, and construction waste material is few, energy-saving ring
Protect.The components such as steel column, girder steel, support in steel structure system, manual manufacture still accounts for sizable ratio, and node domain construction is multiple
Miscellaneous, cost of manufacture is high.The steel column side of being generally rectangular column, when being applied in house, there is steel column salient angle interior, is brought not to building arrangements
Just.
If steel construction be effectively combined with concrete structure, a kind of new lateral resistant member, fully hair are studied
Wave the architectural composition of concrete shear force wall flexibly, the advantage that structure steel fabrication industrialization degree is high, speed of application is fast, play simultaneously
The big material property advantage of steel high-strength light, concrete rigidity, is one fine to the shortcoming in current architecture configuration system
Solution.
The content of the invention
It is an object of the invention to provide a kind of steel pipe bundle combining structure, it has, and steel using amount is small, is easy to manufacture and constructs
The characteristics of facilitating, so that the structure manufacture for solving the presence of prior art lateral resistant member is complicated, largely artificial, construction is tired for scene needs
Difficult the problem of.
For up to this purpose, the present invention uses following technical scheme：
A kind of steel pipe bundle combining structure, it includes the basic steel of some specification identicals for stacking gradually welding from bottom to top
Pipe, the basic steel pipe is the section bar that section is " U " type, and the openend of the basic steel pipe is set upward, positioned at top
The openend of basic steel pipe be welded with a closing steel pipe, the closing steel pipe is the square tube of enclosed cross, and it is wide
Degree is identical with the basic steel pipe of bottom, and the basic steel pipe and closing steel pipe are respectively provided with cavity, and the cavity is interior mixed for pouring into a mould
Solidifying soil.
Especially, adjacent two pile foundations steel pipe carries out welding from two sides of joint, the closing steel pipe and bottom
Basic steel pipe also carries out welding from two sides of joint.
Especially, the two side of the basic steel pipe openend is extended with bending section to inner side.
Especially, the corner of the closing steel pipe is the arc section of shapes and sizes identical first, the basic steel pipe
Corner also be the arc section of shapes and sizes identical second, the shapes and sizes phase of first arc section and the second arc section
Together.
Especially, the concrete is normal concrete, high-strength concrete, lightweight aggregate concrete or self-compacting concrete
Any one or several combinations.
Beneficial effects of the present invention are that the steel pipe bundle combining structure has advantages below compared with prior art：
1) in steel pipe bundle combining structure, steel pipe bundle batch production makes, assembled in situization construction, and the concrete that inside is poured is
One is overall, pours conveniently, is not required to formwork.
2) all process steps of steel pipe bundle combining structure production use industrial equipment, and speed of production is fast, reliable product quality,
It is a large amount of to save artificial；
3) steel pipe bundle combining structure is both as vertical supporting member, and be used as lateral resistant member.Thickness of wall body is relatively thin, with reference to
Building partition arranges that the interior space divides flexible.
Brief description of the drawings
Fig. 1 is the structural representation for the steel pipe bundle combining structure that the specific embodiment of the invention 1 is provided；
Fig. 2 is the partial enlarged drawing at A in Fig. 1.
Embodiment
Further illustrate technical scheme below in conjunction with the accompanying drawings and by embodiment.
Refer to shown in Fig. 1 and Fig. 2, in the present embodiment, a kind of steel pipe bundle combining structure includes stacking gradually from bottom to top
The basic steel pipe 1 of some specification identicals of welding, the basic steel pipe 1 is the section bar that section is " U " type, the basic steel pipe
1 openend is set upward, and a closing steel pipe 2 is welded with positioned at the openend of the basic steel pipe 1 of top, described
Closing steel pipe 2 is the square tube of enclosed cross, and its width is identical with the basic steel pipe 1 of bottom, the basic steel pipe 1 and closing steel
Pipe 2, which is respectively provided with cavity 3, the cavity 3, to be used to pour into a mould concrete, during welding, adjacent two pile foundations steel pipe 1 from the two of joint
Side carries out welding, and the closing steel pipe 2 and the basic steel pipe 1 of bottom also carry out welding from two sides of both joints.
The two side of the openend of basic steel pipe 1 is extended with bending section 4, the corner of the closing steel pipe 2 to inner side
It is the first arc section of shapes and sizes identical 5, the corner of the basic steel pipe 1 is also justified for shapes and sizes identical second
Segmental arc 6, first arc section 5 is identical with the shapes and sizes of the second arc section 6, the circular arc of the first arc section 5 and second
Be more convenient for adjacent two steel pipes of the setting of section 6 carry out welding.
Above example is the general principle and characteristic for elaborating the present invention, and the present invention is not limited by above-mentioned example,
Without departing from the spirit and scope, the present invention also has various change and change, and these changes and modifications are both fallen within
In scope of the claimed invention.The scope of the present invention is defined by the appended claims and its equivalents.
Claims (5)
1. a kind of steel pipe bundle combining structure, it is characterised in that it includes stacking gradually some specification phases of welding from bottom to top
Same basic steel pipe, the basic steel pipe is the section bar that section is " U " type, and the openend of the basic steel pipe is set upward,
A closing steel pipe is welded with positioned at the openend of the basic steel pipe of top, the closing steel pipe is the side of enclosed cross
Pipe, and its width is identical with the basic steel pipe of bottom, the basic steel pipe and closing steel pipe are respectively provided with cavity, the cavity and used
In cast concrete.
2. steel pipe bundle combining structure according to claim 1, it is characterised in that adjacent two pile foundations steel pipe is from joint
The basic steel pipe of the progress welding of two sides, the closing steel pipe and bottom carries out welding from two sides of joint.
3. steel pipe bundle combining structure according to claim 1, it is characterised in that the two side of the basic steel pipe openend
Bending section is extended with to inner side.
4. steel pipe bundle combining structure according to claim 3, it is characterised in that the corner of the closing steel pipe is shape
With the arc section of size identical first, the corner of the basic steel pipe is also the arc section of shapes and sizes identical second, described
The shapes and sizes of first arc section and the second arc section are identical.
5. steel pipe bundle combining structure according to claim 1, it is characterised in that the concrete is normal concrete, height
Any one or several combinations of reinforced concrete, lightweight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710719109.4A CN107327046A (en) | 2017-08-21 | 2017-08-21 | A kind of steel pipe bundle combining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710719109.4A CN107327046A (en) | 2017-08-21 | 2017-08-21 | A kind of steel pipe bundle combining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107327046A true CN107327046A (en) | 2017-11-07 |
Family
ID=60224210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710719109.4A Withdrawn CN107327046A (en) | 2017-08-21 | 2017-08-21 | A kind of steel pipe bundle combining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107327046A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395330A (en) * | 2020-03-07 | 2020-07-10 | 长江三峡通航管理局 | Construction method for concrete cast-in-situ bored pile complete steel casing penetrating through underground gallery |
| CN112962861A (en) * | 2021-02-05 | 2021-06-15 | 方圆建设集团有限公司 | Novel assembled C-shaped steel pipe bundle concrete shear wall component and production method |
| CN113216440A (en) * | 2021-02-05 | 2021-08-06 | 方圆建设集团有限公司 | Novel assembled C shaped steel tube bank concrete area heat preservation shear force wall |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040206032A1 (en) * | 2002-03-06 | 2004-10-21 | Messenger Harold G | Concrete building panel with a low density core and carbon fiber and steel reinforcement |
| CN103967200A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure constituted by continuous rectangular waved steel plates and provided with lapped concave platform |
| CN103967201A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure consisting of Z-shaped steel |
| CN203891254U (en) * | 2014-04-15 | 2014-10-22 | 浙江杭萧钢构股份有限公司 | U-shaped section-bar steel pipe bundle combined structure with flanges |
| CN104674983A (en) * | 2015-02-13 | 2015-06-03 | 湖南软件职业学院 | Small-column space steel structure self-thermal insulation wall and manufacturing method thereof |
| CN205502309U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Strengthen double steel plates compound shear wall |
| CN106592827A (en) * | 2016-11-24 | 2017-04-26 | 霍兴泉 | Integral poured wall body and pouring technique thereof |
| CN206128362U (en) * | 2016-10-27 | 2017-04-26 | 吉林市柏源钢结构彩色钢板有限责任公司 | Shear force wall is restrainted to chapped pipe |
-
2017
- 2017-08-21 CN CN201710719109.4A patent/CN107327046A/en not_active Withdrawn
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040206032A1 (en) * | 2002-03-06 | 2004-10-21 | Messenger Harold G | Concrete building panel with a low density core and carbon fiber and steel reinforcement |
| CN103967200A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure constituted by continuous rectangular waved steel plates and provided with lapped concave platform |
| CN103967201A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure consisting of Z-shaped steel |
| CN203891254U (en) * | 2014-04-15 | 2014-10-22 | 浙江杭萧钢构股份有限公司 | U-shaped section-bar steel pipe bundle combined structure with flanges |
| CN104674983A (en) * | 2015-02-13 | 2015-06-03 | 湖南软件职业学院 | Small-column space steel structure self-thermal insulation wall and manufacturing method thereof |
| CN205502309U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Strengthen double steel plates compound shear wall |
| CN206128362U (en) * | 2016-10-27 | 2017-04-26 | 吉林市柏源钢结构彩色钢板有限责任公司 | Shear force wall is restrainted to chapped pipe |
| CN106592827A (en) * | 2016-11-24 | 2017-04-26 | 霍兴泉 | Integral poured wall body and pouring technique thereof |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395330A (en) * | 2020-03-07 | 2020-07-10 | 长江三峡通航管理局 | Construction method for concrete cast-in-situ bored pile complete steel casing penetrating through underground gallery |
| CN112962861A (en) * | 2021-02-05 | 2021-06-15 | 方圆建设集团有限公司 | Novel assembled C-shaped steel pipe bundle concrete shear wall component and production method |
| CN113216440A (en) * | 2021-02-05 | 2021-08-06 | 方圆建设集团有限公司 | Novel assembled C shaped steel tube bank concrete area heat preservation shear force wall |
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| PB01 | Publication | ||
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Application publication date: 20171107 |