CN1038058C - Wall rib large plate hollow wall - Google Patents
Wall rib large plate hollow wall Download PDFInfo
- Publication number
- CN1038058C CN1038058C CN91109466A CN91109466A CN1038058C CN 1038058 C CN1038058 C CN 1038058C CN 91109466 A CN91109466 A CN 91109466A CN 91109466 A CN91109466 A CN 91109466A CN 1038058 C CN1038058 C CN 1038058C
- Authority
- CN
- China
- Prior art keywords
- wall
- rib
- pair
- wallboards
- plate hollow
- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 7
- 210000001503 joint Anatomy 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 210000003195 fascia Anatomy 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a large-plate hollow wall body with wall ribs, which is formed by splicing two layers of wall plates, wherein the inner surfaces of the two wall plates are provided with the wall ribs used as reinforcing ribs, and the upper edge and the two side edges of each pair of wall plates are respectively provided with a transverse groove and a vertical groove after being spliced. The cavity formed by the butt joint of the vertical grooves on the adjacent sides of each pair of connected wallboards is internally provided with reinforcing steel bars and is poured with concrete, thereby forming a frame. The wall body of the invention has few seams, good waterproof performance and earthquake-proof performance, short construction period and low cost, and can be widely used in industrial and civil buildings such as houses, hotels, office buildings and the like.
Description
The present invention relates to a kind of hollow wall, in particular for building the architectural big plate hollow walls of wall rib such as dwelling house, hotel, office building.
At present, architectural bodies of wall such as dwelling house, hotel, office building mostly are brick mix structure greatly, and the body of wall of this structure needs the brick amount bigger, and brickmaking needs a large amount of clays, and this just need destroy a large amount of arable lands unavoidably.Chinese patent application CN85102407A and CN87103460A disclose two kinds of hollow walls, these two kinds of hollow walls all are assembled by core, bolt or anchor clamps with platelet, every face wall body seam is more, all need plaster in the two sides of body of wall, waterproof and poor seismic behavior, can not be used on the highrise building, the scope of application is wideless.All need scaffold erecting during the wall construction of above-mentioned two kinds of structures, take a lot of work, time-consuming, cost is higher.
The object of the present invention is to provide a kind of need not be brick, waterproof and anti-seismic performance is strong, the scope of application is wide, cost the is low big plate hollow wall of wall rib.
The characteristics of the big plate hollow wall of wall rib of the present invention are, it is spliced by two wallboards, and the wall rib as reinforcing rib is arranged on the inner surface of two wallboards, and the wall rib on the every pair of wallboard inner surface splices relatively, and every pair of wallboard splicing its top, back and both sides all are formed with groove.The cavity internal frame that the vertical groove butt joint back of the adjacent side of every pair of wallboard of joining forms is provided with reinforcing bar, and is cast with concrete, so that form framework.
The wallboard of the big plate hollow wall of wall rib of the present invention is the big plate of prefabricated concrete, and this plate one-sided smooth is smooth, and one side three limits and centre have the wall rib.Big plate can be divided into inner wall panel and side fascia, and big plate thickness is generally 3cm.Inner wall panel one cross rib apart from plate along 16～20cm, the perpendicular rib in both sides apart from plate along 5～10cm.Side fascia one cross rib apart from plate along 16～20cm, the perpendicular rib in both sides apart from plate along 15～20cm.The rib height is 7cm.Require the suitably quantity of increase and decrease rib according to different levels and different designs, to satisfy different requirement of strength.But three limit ribs are constant, and perpendicular rib generally can evenly distribute.Each buttress wall is combined by two blocks of big plates.
The big plate hollow wall of wall rib of the present invention has following advantage:
1, because body of wall of the present invention need not be brick, and adopt the big plate of two layers of walls rib to be spliced, seam is few, and waterproof and anti-seismic performance are strong, and high and low layer is architectural all can be used, applied widely;
2, because body of wall of the present invention is that the big plate of two layers of walls rib is spliced, need not scaffold erecting during construction, save time, the saving of labor, and short construction period, cost are low.Adopt the big board wall body of wall rib of the present invention can save construction cost 30% according to measuring and calculating, shorten the engineering time 90%.
Below in conjunction with drawings and Examples the present invention is described in further detail:
Fig. 1 is the wallboard schematic diagram of the big plate hollow wall of wall rib;
Fig. 2 is the angle node schematic diagram of the big plate hollow wall of wall rib;
Fig. 3 is the big plate hollow wall of wall rib " T " font node schematic diagram;
Fig. 4 is upper and lower layer wallboard connection diagram.
See Fig. 1～Fig. 4, the big plate in the big plate hollow wall of wall rib of the present invention adopts cement, yellow sand, stone to add water in proportion and stirs and be equipped with reinforcing bar and carry out the template cast, utilizes steam-cured batch production production after jolt ramming.Wallboard (Fig. 1) is transported to the building site and carries out on-site consolidation.Every room is a unit during assembly unit, proofread and correct the vertical and levelness in its plane after, integral hoisting, inside and outside wall board is harmonious, rib is relative with rib.After treating that one deck is all on board, can in the space (Fig. 2,3) that space (Fig. 4) that cross rib forms and both sides rib form, set up suitable reinforcing bar according to designing requirement, and fluid concrete carries out anchoring.The space that cross rib forms promptly becomes collar tie beam, and the space that the perpendicular rib in both sides forms promptly becomes column, makes collar tie beam, column, inside and outside wall board stick into one, forms hollow wall, has formed a dark framework integral body in the body of wall.
Claims (3)
1, the big plate hollow wall of wall rib, it is characterized in that being spliced by two wallboards, wall rib as reinforcing rib is arranged on the inner surface of two wallboards, wall rib on the every pair of wallboard inner surface splices relatively, its top and both sides are formed with groove after every pair of wallboard splicing, the vertical groove butt joint of the adjacent side of the every pair of wallboard that joins and the cavity internal frame that forms is provided with reinforcing bar and is cast with concrete is to form framework.
2, body of wall according to claim 1, the vertical groove butt joint of the adjacent sides of two pairs of wallboards that it is characterized in that joining and the cavity internal frame that forms is provided with reinforcing bar, and be cast with concrete, to form framework.
3, body of wall according to claim 1, the vertical groove butt joint of the adjacent sides of three pairs of wallboards that it is characterized in that joining and the cavity internal frame that forms is provided with reinforcing bar, and be cast with concrete, to form framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN91109466A CN1038058C (en) | 1991-09-24 | 1991-09-24 | Wall rib large plate hollow wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN91109466A CN1038058C (en) | 1991-09-24 | 1991-09-24 | Wall rib large plate hollow wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1063135A CN1063135A (en) | 1992-07-29 |
| CN1038058C true CN1038058C (en) | 1998-04-15 |
Family
ID=4909839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN91109466A Expired - Fee Related CN1038058C (en) | 1991-09-24 | 1991-09-24 | Wall rib large plate hollow wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1038058C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100392197C (en) * | 2006-01-27 | 2008-06-04 | 贵州大学 | Ribbed grid-like reinforced concrete shear wall and making method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111241644B (en) * | 2019-12-31 | 2023-12-01 | 深圳市华阳国际工程设计股份有限公司 | Reinforcing bar information generation method and device based on board drawing and computer storage medium |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2882712A (en) * | 1955-06-16 | 1959-04-21 | John A Carlson | Preformed and bonded masonry wall structure |
-
1991
- 1991-09-24 CN CN91109466A patent/CN1038058C/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2882712A (en) * | 1955-06-16 | 1959-04-21 | John A Carlson | Preformed and bonded masonry wall structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100392197C (en) * | 2006-01-27 | 2008-06-04 | 贵州大学 | Ribbed grid-like reinforced concrete shear wall and making method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1063135A (en) | 1992-07-29 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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 |