CN2496949Y - Shape steel and steel reinforced concrete sheear wall integrated load-bearing shear wall structure - Google Patents
Shape steel and steel reinforced concrete sheear wall integrated load-bearing shear wall structure Download PDFInfo
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- CN2496949Y CN2496949Y CN 01259234 CN01259234U CN2496949Y CN 2496949 Y CN2496949 Y CN 2496949Y CN 01259234 CN01259234 CN 01259234 CN 01259234 U CN01259234 U CN 01259234U CN 2496949 Y CN2496949 Y CN 2496949Y
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Abstract
The utility model relates to a load bearing shear wall structure integrated profile steel and reinforced concrete shear wall as a whole, and the load bearing shear wall structure is applicable to multi-story or high rise dwelling house buildings or multi-wall type buildings, the structure of the utility model is characterized in that the concealed columns or the load bearing columns in the reinforced concrete shear wall all adopt the profile steel reinforced concrete structure, the reinforced concrete shear wall is combined with the concealed columns and the load bearing columns of the profile steel reinforced concrete structure as a whole. The utility model has the beneficial effect that (1) since the profile steel is adopted to replace the vertical rebar or hoop ribs often used for concealed columns in the common shear wall or the framework shear wall structure, so as to enable the newly combined profile steel concrete concealed columns and load bearing columns to have safer and more durable and stronger strength. (2) the utility model can overcome the disadvantages that the reinforced concrete concealed columns is very complicated at on-spot construction binding and is easy to deform and difficult to position, the less binding of rebar can be caused easily, etc., so as to facilitate the construction and pouring, the joint of framework can be more simplified, the time limit for the project can be speeded up, and the construction quality can be improved.
Description
Technical field
The utility model relates to the load-bearing shear wall structure that a kind of shaped steel and reinforced concrete shear wall are combined as a whole.Be applicable to multilayer and high residential building or many walls class building.
Background technology
At present, sleeper or load-bearing pillar all adopt the vertical applied force reinforcing bar to add stirrup and concrete formation sleeper or load-bearing pillar in ordinary reinforced concrete shear wall or framework reinforced concrete shear wall or complex heat-preservation formula reinforced concrete shear wall (CL system) structural system, the method assembling reinforcement workload in construction is big and complicated, the reinforcing bar location difficulty, yielding.
Summary of the invention
Technical problem to be solved in the utility model provides the load-bearing shear wall structure that a kind of sleeper of steel reinforced concrete structure and load-bearing pillar and reinforced concrete shear wall are combined as a whole.
The technical scheme that its technical problem that solves the utility model adopts is:
It is made up of sleeper in reinforced concrete shear wall, the shear wall and load-bearing pillar, sleeper in its reinforced concrete shear wall and load-bearing pillar all adopt steel reinforced concrete structure, and the sleeper and the load-bearing pillar of reinforced concrete shear wall and steel reinforced concrete structure are combined as a whole.
Type of attachment between the reinforcing bar of all establishing in length and breadth in the sleeper of steel reinforced concrete structure and the shaped steel in the load-bearing pillar and the reinforced concrete shear wall is for interspersed, fixedly connected and overlap and be connected mutually.
Described shaped steel adopts more than any one or two kinds of in the following shaped steel: the type,
Type,
Type,
Type,
Type,
Type,
Type, O type,
Type,
Type.
On the sleeper of steel reinforced concrete structure or the shaped steel in the load-bearing pillar, also be provided with and strengthen or the anchor plate rib.
Described reinforced concrete shear wall is any in following: ordinary reinforced concrete shear wall, framework reinforced concrete shear wall, complex heat-preservation formula reinforced concrete shear wall.
The beneficial effects of the utility model are as follows: (1) makes the steel reinforced concrete sleeper and the load-bearing pillar that newly are combined into higher, safer, more durable than steel concrete sleeper and load-bearing pillar intensity owing to adopt shaped steel to substitute sleeper vertical reinforcement and stirrup commonly used in common shear wall and the frame-shear wall structure.(2) overcome the steel concrete sleeper construct at the scene in colligation loaded down with trivial details, yielding, location difficulty easily causes Lou weakness such as muscle phenomenon, is convenient to construction, is convenient to build, node is more simplified, accelerates the duration, the raising construction quality.
Description of drawings
Fig. 1 is the structural representation (plan view) of embodiment 1 of the present utility model
Fig. 2 is the structural representation (plan view) of embodiment 2 of the present utility model
Fig. 3 is the structural representation (plan view) of embodiment 3 of the present utility model
Fig. 4 is the structural representation (plan view) of embodiment 4 of the present utility model
Fig. 5 is the 1-1 generalized section in Fig. 1～3.
Fig. 6 is the 2-2 sectional drawing of Fig. 4.
In Fig. 1～6,1 is reinforced concrete shear wall, 2 for the hot rolling in the sleeper or welding shaped steel (can be: the type,
Type,
Type,
Type,
Type,
Type,
Type, O type,
Type,
Type), 3 is reinforcing bar in the shear wall, all establishes in length and breadth, 4 is hot rolling or the welding shaped steel (in its kind and 2 identical) in the load-bearing pillar, and 5 for adding lacing wire, and 6 is shaped steel surface fireproof, anticorrosion surface layer, 7 are reinforcement or anchor plate rib, and 8 are brace or lacing wire, and 9 is dark beam steel, 10 is beam main tendon, and 11 is heat insulating material, as polyphenyl plate etc., 12 are fixing beam main tendon nut, and 13 are fixing beam main tendon dowel, and 14 is the support angle steel, be welded on the shaped steel, 15 is reinforced concrete beam.
The specific embodiment
By Fig. 1 and embodiment 1 shown in Figure 5 as can be known, it is the sleeper of ordinary reinforced concrete shear wall and steel reinforced concrete structure and the load-bearing shear wall structure that load-bearing pillar is combined as a whole.
By Fig. 1,4 as can be seen, the sleeper of steel reinforced concrete structure and load-bearing pillar and the combination of ordinary concrete shear wall be by reinforcing bar 3 in the shear wall of all establishing in length and breadth and shaped steel in the sleeper mutually combine be connected realize (be the sleeper of steel reinforced concrete structure and the shaped steel in the load-bearing pillar with reinforced concrete shear wall in the reinforcing bar of all establishing in length and breadth between the connection form for mutually interspersed, fixedly connected and overlap be connected).Sleeper place in Fig. 1,
Shaped steel passes the square frame of reinforcing bar 3 compositions of all establishing in length and breadth.At the load-bearing pillar place, reinforcing bar in the shear wall 3 with
Shaped steel welding or overlap joint connect (see figure 1).In Fig. 5, the beam main tendon 10 in the reinforced concrete beam 15 passes
Fastening by nut 12 behind the shaped steel, an end and the reinforcing bar 13 of beam main tendon 10 link together, reinforced concrete beam 15 with
The upper and lower both sides of shaped steel junction be provided with
The support angle steel 14 that type is welded together.
Strengthen or anchor plate rib 7 uniform being welded in
(see figure 5) on the shaped steel.
Fig. 2 and embodiment 2 shown in Figure 5 are the sleeper of compound outer heat preserving type reinforced concrete shear wall and steel reinforced concrete structure and the load-bearing shear wall structure that load-bearing pillar is combined as a whole.In Fig. 2, the shaped steel at two sleeper places is respectively
Type and " worker " type,
Shaped steel is provided with " "
Type is strengthened or anchor plate rib 7, the reinforcing bar 3 in the shear wall with
Shaped steel welding or overlap joint connect.Be connected for welding or overlapping with reinforcing bar 3 at another sleeper place " worker " shaped steel, additional lacing wire 5 links together with " worker " shaped steel for the overlap joint muscle of reinforcing bar 3.
Load-bearing pillar place in Fig. 2, shaped steel is
Type,
Shaped steel is provided with to be strengthened or the anchor plate rib.Reinforcing bar 3 and load-bearing pillar place in the shear wall
Shaped steel welding or overlap joint connect.
Fig. 3 and embodiment 3 shown in Figure 5 are compound interior heat preserving type concrete shear force wall and the sleeper of steel reinforced concrete structure and the load-bearing shear wall structure that load-bearing pillar is combined as a whole.It as different from Example 2, the shaped steel at the sleeper place is respectively
Type and " worker " type.
Fig. 4 and embodiment 4 shown in Figure 6 are nodal plane schematic diagrames of reinforced concrete shear wall and beam, and the shaped steel at its sleeper place is
Type, the sleeper of steel reinforced concrete structure and the type of attachment of shear wall are: the reinforcing bar 3 in the shear wall entangles shaped steel with the square frame that the beam main tendon 10 in the reinforced concrete beam 15 is surrounded, and beam main tendon 10 is walked around
Press standard anchoring (see figure 6) behind the shaped steel.
By embodiment 1-4 as can be known, characteristics of the present utility model are steel concrete load-bearing pillar and the sleeper that adopt in alternative existing frame-shear wall of steel reinforced concrete or the shear wall structure, make shaped steel and reinforced concrete shear wall form an organically vertical bearing system.Bear vertical concentrated force by shaped steel morely, bear uniform vertical load and horizontal force by shear wall.
Claims (5)
1, the load-bearing shear wall structure that is combined into one of a kind of shaped steel and reinforced concrete shear wall, it is made up of sleeper in reinforced concrete shear wall, the shear wall and load-bearing pillar, it is characterized in that sleeper and load-bearing pillar in its reinforced concrete shear wall all adopt steel reinforced concrete structure, the sleeper and the load-bearing pillar of reinforced concrete shear wall and steel reinforced concrete structure are combined as a whole.
2, shear wall structure according to claim 1 is characterized in that type of attachment between the reinforcing bar of all establishing in length and breadth in the sleeper of steel reinforced concrete structure and the shaped steel in the load-bearing pillar and the reinforced concrete shear wall is for interspersed, fixedly connected and overlap and be connected mutually.
3, shear wall structure according to claim 2 is characterized in that shaped steel adopts more than any one or two kinds of in the following shaped steel: the type,
Type,
Type,
Type,
Type,
Type,
Type, O type,
Type,
Type.
4,, it is characterized in that also being provided with on the sleeper of steel reinforced concrete structure or the shaped steel in the load-bearing pillar and strengthen or the anchor plate rib according to claim 1 or 2 or 3 described shear wall structures.
5, shear wall structure according to claim 4 is characterized in that described reinforced concrete shear wall is any in following: ordinary reinforced concrete shear wall, framework reinforced concrete shear wall, complex heat-preservation formula reinforced concrete shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01259234 CN2496949Y (en) | 2001-09-04 | 2001-09-04 | Shape steel and steel reinforced concrete sheear wall integrated load-bearing shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01259234 CN2496949Y (en) | 2001-09-04 | 2001-09-04 | Shape steel and steel reinforced concrete sheear wall integrated load-bearing shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2496949Y true CN2496949Y (en) | 2002-06-26 |
Family
ID=33667662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01259234 Expired - Lifetime CN2496949Y (en) | 2001-09-04 | 2001-09-04 | Shape steel and steel reinforced concrete sheear wall integrated load-bearing shear wall structure |
Country Status (1)
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| CN (1) | CN2496949Y (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100439606C (en) * | 2003-03-18 | 2008-12-03 | 杰富意钢铁株式会社 | Section steel and wall body using the section steel |
| CN101806107A (en) * | 2010-03-16 | 2010-08-18 | 华东建筑设计研究院有限公司 | Side column connecting node of thin steel plate shear wall |
| CN101046109B (en) * | 2006-03-31 | 2010-08-18 | 同济大学 | New type of frame supported shear wall structure and its making process |
| CN101122151B (en) * | 2007-05-30 | 2010-09-08 | 北京工业大学 | Bidirectional single-row reinforcement shear wall structure and manufacturing method thereof |
| CN101503887B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between inner shear wall, plate and shear walls |
| CN101503888B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between outer shear wall, plate and shear walls |
| CN102400503A (en) * | 2010-09-26 | 2012-04-04 | 中国建筑科学研究院 | High-strength concrete steel plate sectional connection combined shear wall |
| CN102888912A (en) * | 2010-03-19 | 2013-01-23 | 南通建筑工程总承包有限公司 | L-type shear wall horizontal connecting node |
| CN103726586A (en) * | 2013-12-26 | 2014-04-16 | 北京工业大学 | H-shaped steel and steel plate framework assembly shear wall with interfaces with grooves and manufacturing method |
| CN104196048A (en) * | 2014-09-25 | 2014-12-10 | 中交公路规划设计院有限公司 | Complex anchorage foundation with mixed diaphragm wall and gravity type anchorage which are weighted commonly |
| CN104481056A (en) * | 2014-11-26 | 2015-04-01 | 西安科技大学 | Large-storey-height frame shear wall structure system |
| CN106499095A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | The built-in presstressed reinforcing steel steel reinforced concrete wall of prefabricated formwork |
| CN106499096A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | Prefabricated formwork built-in profile steel concrete walls |
| CN106522418A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated composite shell mould built-in prestressed steel reinforced concrete wall |
| CN106522410A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated superposed formwork built-in steel reinforced concrete wall |
-
2001
- 2001-09-04 CN CN 01259234 patent/CN2496949Y/en not_active Expired - Lifetime
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100439606C (en) * | 2003-03-18 | 2008-12-03 | 杰富意钢铁株式会社 | Section steel and wall body using the section steel |
| CN101046109B (en) * | 2006-03-31 | 2010-08-18 | 同济大学 | New type of frame supported shear wall structure and its making process |
| CN101122151B (en) * | 2007-05-30 | 2010-09-08 | 北京工业大学 | Bidirectional single-row reinforcement shear wall structure and manufacturing method thereof |
| CN101503887B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between inner shear wall, plate and shear walls |
| CN101503888B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between outer shear wall, plate and shear walls |
| CN101806107B (en) * | 2010-03-16 | 2014-05-28 | 华东建筑设计研究院有限公司 | Side column connecting node of thin steel plate shear wall |
| CN101806107A (en) * | 2010-03-16 | 2010-08-18 | 华东建筑设计研究院有限公司 | Side column connecting node of thin steel plate shear wall |
| CN102888912A (en) * | 2010-03-19 | 2013-01-23 | 南通建筑工程总承包有限公司 | L-type shear wall horizontal connecting node |
| CN102400503A (en) * | 2010-09-26 | 2012-04-04 | 中国建筑科学研究院 | High-strength concrete steel plate sectional connection combined shear wall |
| CN103726586A (en) * | 2013-12-26 | 2014-04-16 | 北京工业大学 | H-shaped steel and steel plate framework assembly shear wall with interfaces with grooves and manufacturing method |
| CN103726586B (en) * | 2013-12-26 | 2017-01-25 | 北京工业大学 | H-shaped steel and steel plate framework assembly shear wall with interfaces with grooves and manufacturing method |
| CN104196048A (en) * | 2014-09-25 | 2014-12-10 | 中交公路规划设计院有限公司 | Complex anchorage foundation with mixed diaphragm wall and gravity type anchorage which are weighted commonly |
| CN104196048B (en) * | 2014-09-25 | 2016-04-20 | 中交公路规划设计院有限公司 | The Compound Anchorage basis that hybrid ground-connecting-wall and gravity anchor are jointly stressed |
| CN104481056A (en) * | 2014-11-26 | 2015-04-01 | 西安科技大学 | Large-storey-height frame shear wall structure system |
| CN106499095A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | The built-in presstressed reinforcing steel steel reinforced concrete wall of prefabricated formwork |
| CN106499096A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | Prefabricated formwork built-in profile steel concrete walls |
| CN106522418A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated composite shell mould built-in prestressed steel reinforced concrete wall |
| CN106522410A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated superposed formwork built-in steel reinforced concrete wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: NORTH CHINA ACADEMY OF DESIGN Free format text: FORMER OWNER: ZHANG HONGBO; PATENTEE Effective date: 20060331 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20060331 Address after: 050011 No. 199 East Yuhua Road, Hebei, Shijiazhuang Patentee after: Beifang Design Inst. Address before: 050011 North Design Institute, box 148, Shijiazhuang, Hebei Co-patentee before: Qi Jianwei Patentee before: Zhang Hongbo Co-patentee before: Qu Junyi |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20110904 Granted publication date: 20020626 |