CN104343197A - Frame shear wall column - Google Patents
Frame shear wall column Download PDFInfo
- Publication number
- CN104343197A CN104343197A CN201310310619.8A CN201310310619A CN104343197A CN 104343197 A CN104343197 A CN 104343197A CN 201310310619 A CN201310310619 A CN 201310310619A CN 104343197 A CN104343197 A CN 104343197A
- Authority
- CN
- China
- Prior art keywords
- frame
- shear wall
- window
- portions
- wall 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.)
- Pending
Links
Abstract
A frame shear wall column belongs to the technical field of building. The frame shear wall column comprises two kinds of door frames and window frames. Each door frame is a reinforced concrete rectangular frame body with a T-shaped rod arranged inside. Each window frame is a reinforced concrete rectangular frame body with two horizontal rods arranged inside, vertical steel bars arranged in the upper horizontal rod and the lower horizontal rod of the frame body extend out at the two end portions for a section. The inside of the door frame is segmented into three portions of the T-shaped rod, one portion serves as a window reserving hole, and the other two portions are filled by gypsum blocks. The inside of the window is also divided into three portions, the middle portion serves as the window reserving hole, and the other two portions are filled by the gypsum blocks. The frame shear wall column is of the frame structure, has good strength, rigidity and stability, is convenient to manufacture and hoist and has the advantages of saving energy and protecting environment.
Description
Technical field
What the present invention relates to is a kind of shear wall structure, particularly a kind of frame shear wall limb of building field.
Background technology
Shear wall structure is widely used in high residential building, hotel.Formed after its basic structure offers some door and window holes on concrete cast-in-situ body of wall, body of wall is divided into two parts by these door and window hole: shear wall limb and coupling beam.At present these two parts are separately considered by the analysis of shear wall structure mostly, near junction, need the special circumstances considering internal force distribution, calculate more complicated, and the detailing requiments having some proprietary, also more difficult during site operation.
In order to improve this problem, can start with from the proper form of shear wall limb.Existing shear wall limb is all rectangle substantially, except the concrete shear force wall limb of routine, also has a kind of steel and concrete compound wall limb (combined steel plate shearing force wall with large aspect ratio, the patent No. 200810034317.1).These wall limbs constructively all do not consider the problem of door, window, and making needs special consideration to the process of door and window hole, cause a lot of trouble.Therefore can consider to change thinking, design a kind of shear wall limb comprising door and window hole, with it for base unit carries out integrally-built analysis and construction, thus all bring convenience to calculating, processing, installation.
Summary of the invention
The object of the invention is to overcome deficiency of the prior art, a kind of frame shear wall limb is provided.
Structure of the present invention comprises the shear wall limb of two kinds of forms: doorframe and window frame.Doorframe is the reinforced concrete rectangular framework that inside comprises T-shaped rod member, and the longitudinal reinforcement arranged in the horizon bar up and down of framework respectively stretches out one section outside both ends.Window frame is the reinforced concrete rectangular framework that inside comprises two horizontal bars, and the topmost of framework and the interior longitudinal reinforcement arranged of foot horizon bar respectively stretch out one section outside both ends.
Described doorframe, inside is divided into three parts by T-shaped rod member, and bottom one of them reserved opening as door two-part, determines size according to the requirement in architectural design.All the other two parts gypsum blocks are tamped.
Described window frame, inside is divided into three parts by two horizontal bars, and mid portion, as the reserved opening of window, determines size according to the requirement in architectural design.All the other two parts gypsum blocks are tamped.
These two kinds of shear wall limbs are all frame-type structures, and self stability is good, and the scale of construction is moderate, are convenient to manufacture and lifting, and have very large rigidity and bearing capacity.Connected mode between framework and framework is as follows: a little for adjacent wall limb interval distance arranged, then coupled together by protruding bar, afterwards pouring concrete after seam crossing.The top and the bottom rod member of shear wall limb can be made like this to become the part of " collar tie beam ", make the shear wall limb of flood have upper and lower two collar tie beams, good integrity.
In addition, the gypsum block that framework inside is filled has outstanding advantage that is good from heavy and light, thermal and insulating performance, environmental protection, significantly can promote the environmental protection and energy saving of total, reduce deadweight.
Visible, the present invention has easy processing, effective, advantages of environment protection, technical meaning and social benefit obvious.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of doorframe.
Accompanying drawing 2 is the structural representation of window frame.
Detailed description of the invention
Below embodiments of the invention are elaborated: the present embodiment is implemented under premised on technical solution of the present invention, give detailed embodiment and process, but protection scope of the present invention is not limited to following embodiment.
First according to the floor height requirement of architectural design, determine the height overall of doorframe and window frame, then according to the effective size requirement of door 1 and window 2, determine the width of framework.
According to the good template of dimensioned, the reinforcing cage that the vertical muscle of inner configuration and stirrup are formed, then concreting forms frame member.Attention will make the longitudinal reinforcement 3 arranged in the topmost of each framework and foot horizon bar respectively stretch out one section outside both ends.
Each framework arrives structural assigned address by lifting, leaves gap, is then coupled together by the mode welded or be mechanically connected by the protruding bar 3 of each framework, afterwards pouring concrete after seam crossing, make each framework connect into entirety between adjacent frame.
Finally the not gate in each framework, non-window hole gypsum block 4 are tamped.
Claims (3)
1. a frame shear wall limb, it is characterized in that, comprise doorframe and window frame two kinds of forms, doorframe is the reinforced concrete rectangular framework that inside comprises T-shaped rod member, window frame is the reinforced concrete rectangular framework that inside comprises two horizontal bars, and the longitudinal reinforcement arranged in the most upper and lower part horizon bar of doorframe and window frame all respectively stretches out one section outside both ends.
2. frame shear wall limb as claimed in claim 1, is characterized in that, described doorframe, and inside is divided into three parts by T-shaped rod member, and one of them is as the reserved opening of door, and all the other two parts gypsum blocks are tamped.
3. frame shear wall limb as claimed in claim 1, is characterized in that, described window frame, and inside is divided into three parts by two horizontal bars, and mid portion is as the reserved opening of window, and all the other two parts gypsum blocks are tamped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310310619.8A CN104343197A (en) | 2013-07-23 | 2013-07-23 | Frame shear wall column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310310619.8A CN104343197A (en) | 2013-07-23 | 2013-07-23 | Frame shear wall column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104343197A true CN104343197A (en) | 2015-02-11 |
Family
ID=52499599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310310619.8A Pending CN104343197A (en) | 2013-07-23 | 2013-07-23 | Frame shear wall column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104343197A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
-
2013
- 2013-07-23 CN CN201310310619.8A patent/CN104343197A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105649360A (en) | Integral assembling type building system and installing method | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN105863111A (en) | Embedded prefabricated concrete shear wall anti-bending steel frame structure | |
| CN105064529A (en) | Prefabricated and assembled large-board shear wall structure with concealed bracings | |
| CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
| CN104988984A (en) | U-shaped steel and concrete combined orthogonal-diagonal spatial grid box type structure and manufacturing method | |
| CN207700527U (en) | A kind of building column that steel pipe is combined with batten plate | |
| CN210976328U (en) | Secondary structure capable of being assembled for construction | |
| CN204370562U (en) | A kind of frame structure, frame structure body | |
| CN104294920B (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post and preparation method | |
| CN203096926U (en) | Novel substructure module-type prefabricated frame structure to be mounted in manner of splicing | |
| CN112695914B (en) | Assembly type shear wall structure system and construction method thereof | |
| CN203684526U (en) | PBL stiffened rectangular steel tube concrete space truss | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN204728549U (en) | A kind of lightweight composite floor | |
| CN108978996B (en) | Outrigger added in existing brick-concrete structure and construction method thereof | |
| CN111691580A (en) | Superposed embedded column with large-diameter edge member vertical stress reinforcing steel bars arranged in cavity and prefabricated wall | |
| CN209244002U (en) | A kind of wallboard prefabricated components and assembled wall | |
| CN204266373U (en) | A kind of assembled integral Steel Space grid box structure room for earthquake region | |
| CN2934421Y (en) | Wall made of concrete hollow panel | |
| CN104878863A (en) | Light composite floor and construction method thereof | |
| CN108412036B (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN105937290A (en) | Steel-reinforced concrete column with high length-width ratio and structure thereof and construction method | |
| CN103061408A (en) | Powerful confined concrete core wall with obvious columns and hidden beams | |
| CN104343197A (en) | Frame shear wall column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150211 |