CN2467626Y - Civil construction wall body structure - Google Patents
Civil construction wall body structure Download PDFInfo
- Publication number
- CN2467626Y CN2467626Y CN 01214337 CN01214337U CN2467626Y CN 2467626 Y CN2467626 Y CN 2467626Y CN 01214337 CN01214337 CN 01214337 CN 01214337 U CN01214337 U CN 01214337U CN 2467626 Y CN2467626 Y CN 2467626Y
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- reinforcing bars
- framed bent
- load
- bearing pillar
- right sides
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Abstract
The utility model relates to a civil construction wall body structure, which is composed of wall panels and a floor. A heat insulation layer 3 is arranged between an external wall panel 1 and an internal wall panel 2, both of the top and bottom ends is provided with a linking beam 4, bearing columns (5) are evenly distributed on the left and the right sides and the middle part, and supports 6 are arranged among bearing columns; both of the left and right sides are provided with extended connector plugs 7, the connector plugs are plugged in shock resistant columns 8, and the wall body is formed by pouring concrete; a heat insulation layer 11 is arranged between a surface layer 9 and a bottom layer 10 which are arranged on the floor, both of the front and back ends are provided with linking beams 12, floor main ribs 13 are evenly distributed on both of the left and right sides and the middle part, and supports 14 are arranged among main ribs. The wall body has the advantages of convenient assemblage, high speed, good quality, soil saving and energy saving. The utility model is suitable for civil construction.
Description
The utility model relates to building structure, particularly a kind of civilian construction wall structure.
Body of wall is to be built into by loam brick in the prior art, and a large amount of uses of loam brick will destroy the farming area in farmland, bakes bricks to consume a large amount of coal resources.Build a wall with loam brick, degree of plainness for wall surface is poor, needs two-sidedly to whitewash floating, needs a large amount of sand of cost, ash, cement and manually like this, causes serious waste.Loss is big in work progress, and it all is brickbat, sand-lime that ubiquity full scene, adds that vehicles passing in and out is many, the people is many, so very big to city environmental pollution.
Brick wall body is to be connected with mortar by a lot of bit bricks to form, so globality is relatively poor, and as slight sinking of ground or small earthquake take place, body of wall will ftracture, even the danger of collapsing is arranged, and threatens to people's lives and properties.
Loam brick body of wall operation is various, and the overwhelming majority all will be operated at the construction field (site), so the site operation cycle is long, has a strong impact on the performance of returns of investment.The manufacture craft simple coarse of loam brick so product strength is not high, is added each side influences such as masonry mortar, and brickwork intensity is generally all at 20~30kg/cm
2About, lag far behind the intensity of reinforcing bar and concrete.The insulation of brickwork and cassette ceiling, heat insulation, sound insulation, water-proof function are relatively poor.
The purpose of this utility model is: a kind of civilian construction wall structure is provided, it is to add the foam concrete by reinforcing bar, concrete to be combined into steel bar concrete combined wall board and floor, with these prefabricated wallboards and floor building, can reach that speed is fast, quality good, the purpose of long service life.
Formation of the present utility model: form by multicolumn framed bent combined wall board and many ribs framed bent composite floor plate, between side fascia (1) and inner wall panel (2), be thermal insulation layer (3), two ends are linking beam (4) up and down, the left and right sides and middle uniform load-bearing pillar (5), support (6) is arranged between the load-bearing pillar (5), attachment plug (7) protruding and that be arranged above and below is arranged on the load-bearing pillar (5) of the left and right sides, form multicolumn framed bent combined wall board, attachment plug on the wallboard side (7), be inserted in the antidetonation post (8), form body of wall; Many ribs framed bent composite floor plate is, is thermal insulation layer (11) between surface layer (9) and bottom (10), and the rear and front end is linking beam (12), and the left and right sides and middle uniform floor main rib (13) have support (14) between the floor main rib.In side fascia (1) and inner wall panel (2), gauze wire cloth (15) is arranged, four reinforcing bars (16) along the load-bearing pillar short transverse are arranged on four angles of load-bearing pillar (5), in support (6), two reinforcing bars (17) are arranged, four reinforcing bars (18) along antidetonation post short transverse are arranged on four angles of antidetonation post (8).On four angles of linking beam up and down horizontal four reinforcing bars (19) are arranged, gauze wire cloth and reinforcing bar are cast in concrete, form side fascia, inner wall panel, linking beam, load-bearing pillar, support and antidetonation post.Multicolumn framed bent combined wall board and antidetonation post (8) be connected that the branch cross connects, the T font connects and is connected with L shaped.The reinforcing bar (20) (21) that longitudinal and transverse arrangement is arranged in many ribs framed bent composite floor plate surface layer (9), gauze wire cloth (22) is arranged in bottom (10), four reinforcing bars of vertically placing (23) are arranged in floor main rib (13), two reinforcing bars of laterally placing (24) are arranged in supporting (14), four reinforcing bars (25) of horizontal placement and the many connecting reinforcements of vertically placing (26) are arranged, the pour concrete aftershaping in two ends linking beam (12).
Compared with the prior art, the utility model can be saved the soil and the energy of the usefulness of baking bricks, can give full play to the high advantage of reinforcing bar and concrete strength, building structure reduces more than 30% from the anharmonic ratio brickwork, wall thermal insulating, heat insulation, sound insulation function ratio brickwork is enhanced about more than once, the body of wall surface layer can disposablely be accomplished smooth, smooth, reduce the present rendering layer of levelling once more, reduce more than 70% than the environment pollution of brickwork building site, shorten the construction period, bring into play returns of investment in advance, improve the mechanized construction level, reduce labour's use, can make full use of the discarded object flyash of power plant, compound big board wall body and floor overall performance are good, can reduce roof draining rain, flooring cracking, disadvantage such as leak, service life is longer more than 50% than brick mix structure.
Accompanying drawing 1 is the utility model multicolumn framed bent composite wallboard structure figure;
Accompanying drawing 2 is I-I sectional views of accompanying drawing 1;
Accompanying drawing 3 is II-II sectional views of accompanying drawing 1;
Accompanying drawing 4 is many ribs of the utility model framed bent composite floor structure figure;
Accompanying drawing 5 is III-III sectional views of accompanying drawing 4;
Accompanying drawing 6 is IV-IV sectional views of accompanying drawing 4;
Accompanying drawing 7 is multicolumn framed bent combined wall board assembly drawings.
Embodiment of the present utility model: shown in accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, multicolumn framed bent combined wall board is between side fascia (1) and inner wall panel (2) thermal insulation layer (3) to be arranged, two ends are linking beam (4) up and down, the left and right sides and middle uniform load-bearing pillar (5), support (6) is arranged between the load-bearing pillar (5), attachment plug (7) protruding and that be arranged above and below is arranged on the load-bearing pillar (5) of the left and right sides.
Gauze wire cloth (15) with the concrete combination is arranged in side fascia (1) and inner wall panel (2), filled and process concrete between side fascia (1) and inner wall panel (2), form thermal insulation layer (3), in the linking beam (4) four reinforcing bars (19) are being arranged up and down, four reinforcing bars (16) are arranged in load-bearing pillar (5), in supporting (6), two reinforcing bars (17) are arranged, the pour concrete aftershaping.
Shown in accompanying drawing 4, accompanying drawing 5, accompanying drawing 6, many ribs framed bent composite floor plate is between surface layer (9) and bottom (10) thermal insulation layer (11) to be arranged, the rear and front end is linking beam (12), and the left and right sides and middle uniform floor main rib (13) have support (14) between the floor main rib.
The reinforcing bar of arranging in length and breadth (20) (21) is arranged in many ribs framed bent composite floor plate surface layer (9), gauze wire cloth (22) is arranged in bottom (10), filled and process concrete between surface layer (9) and bottom (10), form thermal insulation layer (11), four reinforcing bars of vertically placing (23) are arranged in floor main rib (13), two reinforcing bars of laterally placing (24) are arranged in supporting (14), four reinforcing bars (25) of horizontal placement and the many connecting reinforcements of vertically placing (26) are arranged, the pour concrete aftershaping in two ends linking beam (12).
As shown in Figure 7, multicolumn framed bent combined wall board and antidetonation post (8) is connected that the branch cross connects, the T font connects and is connected with L shaped.Attachment plug (7) on the multicolumn framed bent combined wall board vertically is inserted in the antidetonation post (8) from the four directions, and existing pour concrete is formed cross and connected; Attachment plug (7) on the multicolumn framed bent combined wall board vertically is inserted in the antidetonation post (8) from the three parts, and existing pour concrete is formed the T font and connected; Attachment plug (7) on the multicolumn framed bent combined wall board vertically is inserted in the antidetonation post (8) from adjacent two sides, and existing pour concrete is formed L shaped connection.
Claims (4)
1, a kind of civilian construction wall structure, form by multicolumn framed bent combined wall board and many ribs framed bent composite floor plate, it is characterized in that: between side fascia (1) and inner wall panel (2), be thermal insulation layer (3), two ends are linking beam (4) up and down, the left and right sides and middle uniform load-bearing pillar (5), support (6) is arranged between the load-bearing pillar (5), attachment plug (7) protruding and that be arranged above and below is arranged on the load-bearing pillar (5) of the left and right sides, form multicolumn framed bent combined wall board, attachment plug on the wallboard side (7), be inserted in the antidetonation post (8), form body of wall;
Many ribs framed bent composite floor plate is, is thermal insulation layer (11) between surface layer (9) and bottom (10), and the rear and front end is linking beam (12), and the left and right sides and middle uniform floor main rib (13) have support (14) between the floor main rib.
2, civilian construction wall structure according to claim 1, it is characterized in that: in side fascia (1) and inner wall panel (2), gauze wire cloth (15) is arranged, four reinforcing bars (16) along the load-bearing pillar short transverse are arranged on four angles of load-bearing pillar (5), in support (6), two reinforcing bars (17) are arranged, four reinforcing bars (18) along antidetonation post short transverse are arranged on four angles of antidetonation post (8).On four angles of linking beam up and down horizontal four reinforcing bars (19) are arranged, gauze wire cloth and reinforcing bar are cast in concrete, form side fascia, inner wall panel, linking beam, load-bearing pillar, support and antidetonation post.
3, civilian construction wall structure according to claim 1 is characterized in that: multicolumn framed bent combined wall board and antidetonation post (8) be connected that the branch cross connects, the T font connects and is connected with L shaped.
4, civilian construction wall structure according to claim 1, it is characterized in that: the reinforcing bar (20) (21) that longitudinal and transverse arrangement is arranged in many ribs framed bent composite floor plate surface layer (9), gauze wire cloth (22) is arranged in bottom (10), four reinforcing bars of vertically placing (23) are arranged in floor main rib (13), two reinforcing bars of laterally placing (24) are arranged in supporting (14), four reinforcing bars (25) of horizontal placement and the many connecting reinforcements of vertically placing (26) are arranged, the pour concrete aftershaping in two ends linking beam (12).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01214337 CN2467626Y (en) | 2001-02-27 | 2001-02-27 | Civil construction wall body structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01214337 CN2467626Y (en) | 2001-02-27 | 2001-02-27 | Civil construction wall body structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2467626Y true CN2467626Y (en) | 2001-12-26 |
Family
ID=33633124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 01214337 Expired - Fee Related CN2467626Y (en) | 2001-02-27 | 2001-02-27 | Civil construction wall body structure |
Country Status (1)
Country | Link |
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CN (1) | CN2467626Y (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101111648B (en) * | 2005-01-26 | 2010-06-16 | 新日本制铁株式会社 | Reinforcing structure for upper part of steel house wall board |
CN1888344B (en) * | 2006-04-07 | 2010-07-14 | 陈信孚 | Composite thermal insulation concrete load-bearing wall |
CN101985848A (en) * | 2010-09-30 | 2011-03-16 | 王泽飞 | Method and structure for making composite wall by using stone columns and stone slabs as main bodies |
CN110565795A (en) * | 2019-07-30 | 2019-12-13 | 重庆候鸟仁旅游有限公司 | assembled house structure |
-
2001
- 2001-02-27 CN CN 01214337 patent/CN2467626Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101111648B (en) * | 2005-01-26 | 2010-06-16 | 新日本制铁株式会社 | Reinforcing structure for upper part of steel house wall board |
CN1888344B (en) * | 2006-04-07 | 2010-07-14 | 陈信孚 | Composite thermal insulation concrete load-bearing wall |
CN101985848A (en) * | 2010-09-30 | 2011-03-16 | 王泽飞 | Method and structure for making composite wall by using stone columns and stone slabs as main bodies |
CN101985848B (en) * | 2010-09-30 | 2012-04-25 | 王泽飞 | Method and structure for making composite wall by using stone columns and stone slabs as main bodies |
CN110565795A (en) * | 2019-07-30 | 2019-12-13 | 重庆候鸟仁旅游有限公司 | assembled house structure |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |