CN2446195Y - Structure of building wallboard - Google Patents
Structure of building wallboard Download PDFInfo
- Publication number
- CN2446195Y CN2446195Y CN 00243939 CN00243939U CN2446195Y CN 2446195 Y CN2446195 Y CN 2446195Y CN 00243939 CN00243939 CN 00243939 CN 00243939 U CN00243939 U CN 00243939U CN 2446195 Y CN2446195 Y CN 2446195Y
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- China
- Prior art keywords
- space
- reinforcing bar
- shaped reinforcing
- frames
- stop rack
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Abstract
The utility model relates to a structure of a building wallboard. A plurality of shear force pins which are protruded out are prearranged on two I-shaped steel frames, a plurality of upright distance frames are arranged in parallel between the I-shapes steel frames, and every two distance frames are positioned by connecting frames in transverse connection; inner meshes and outer meshes are respectively pasted on both sides of each of the distance frames, and an interval between upper and lower meshes are cast with concrete to cause the concrete after air drying to form a wallboard; particularly the shear force pins which are protruded out on the I-shaped steel frames can grip the concrete and the I-shaped steel frames in connection. The wallboard can carry out in situ operation quickly without precasting to reduce a lot of unnecessary transportation and transportation cost, and realize various angular changes easily according to actual demands.
Description
The utility model relates to a kind of structure of building board wall, be meant the non-prefabricated component of main employing especially, exempt from the structure of form removal, between the steel I-beam that overlap joint is finished, directly construct, thereby reach the purpose of saving cost, quick construction, can reach the board wall of making the multi-angle variation according to actual needs according to this structure.
Usually, the traditional architecture thing is to set in advance brick or reinforcing bar in board wall mostly when building board wall, and two-layer wooden form is built in the outside, then therebetween concrete spouting, and to make this wallboard.But need stripping after utilizing this method construction, quite trouble; Then, appearance along with the steel skeleton construction building, just transfer to adopt the mode of prefabricated board wall, after soon the main skeleton of each floor structure of building will be barricaded as with steel I-beam, measure the spacing between each steel I-beam again, and change places according to the size of measuring and to water cast plate in advance, and then the wallboard of precasting is transported to the building site, with crane lifting between steel I-beam.This method still has following defective: 1. owing to adopt the mode of precasting, the error that is produced when therefore measuring or during precasting can't make driving fit fully between the board wall finished and steel I-beam, therefore also will make finishing or precasting again to board wall.2. owing to take the mode of precasting, the wallboard behind the precasting also will be transported to the building site, and again by crane lifting, has therefore increased the cost of construction.When 3. being arc as if this board wall angle, the mode of this precasting just is difficult to accomplish accurately.
The purpose of this utility model is to provide a kind of structure of building wall board, the structure of adopt non-precasting, exempting from form removal is finished board wall, during construction, utilization is being built between the steel I-beam of finishing, direct overlap joint building wall board of the present utility model is saved cost, quick construction to reach, and can be finished the purpose of the board wall that multi-angle changes with actual needs.
Above-mentioned purpose of the present utility model can be achieved through the following technical solutions.
A kind of structure of building wall board, it is characterized in that including: I-shaped reinforcing bar, net sheet, space-stop rack, link and WELDING STUDS, WELDING STUDS is convexly set in place, I-shaped reinforcing bar outer face, be arranged with space-stop rack in parallel between this I-shaped reinforcing bar, its L type lower plate of this space-stop rack is fixed on the I-shaped reinforcing bar or on the ground, offer perforation on each space-stop rack, this adjacent space-stop rack and I-shaped reinforcing bar in I-shaped reinforcing bar outside is abutted against, and space-stop rack both sides, fixedly be covered with the net sheet respectively, form the building wall board structure of a hollow thus.
Above structure is when aggregate erection, on two I-shaped reinforcing bars, set in advance the WELDING STUDS of several evaginations, and several upright space-stop racks are set between the I-shaped reinforcing bar, and it is its bottom is fixing, horizontal link is with the location between each space-stop rack, add in both sides then and cover Intranet sheet and external net slice, concrete perfusion is come in space in the utilization between lower net plate, concrete after air-dry, to freeze solidly between space-stop rack, link and WELDING STUDS,, provide this concrete grasping force by the WELDING STUDS of evagination, guarantee that the wallboard of finishing closely is connected with the I-shaped reinforcing bar, unlikely collapse mutually from.
Compare with the wall body structure in the prior art, the utlity model has following significant advantage: 1., therefore saved construction cost because the utility model slab-wall structure has adopted non-precasting, the mode of exempting from form removal is carried out site operation to board wall; 2. because the concrete of evagination WELDING STUDS that the I-shaped reinforcing bar in the utility model slab-wall structure is provided with and perfusion forms a grasping force, can make body of wall more solid; 3. the utility model board wall can realize that various angles change with actual needs.
Below in conjunction with embodiment and accompanying drawing the structure of utility model and the effect that is produced are done detailed explanation:
Fig. 1 is a three-dimensional exploded view of the present utility model.
Fig. 2 is a sectional drawing of the present utility model.
See also illustrated in figures 1 and 2, the utility model mainly includes: I-shaped reinforcing bar 11,12, Intranet sheet 21,22, external net slice 23,24, space-stop rack 3, connection 4 and WELDING STUDS 5 etc., this I-shaped reinforcing bar 11,12 overlap in advance with building and to form, the end convexes with an amount of WELDING STUDS 5 outside, I-shaped reinforcing bar 11,12 are arranged with an amount of space-stop rack 3 in parallel, this space-stop rack 3 is fixed on its L type lower plate on the I-shaped reinforcing bar of ground or below in advance with staple 39, offer perforation 38 on each space-stop rack 3, be used for link 4 horizontal location, and at I-shaped reinforcing bar 11, space-stop rack 3 and I-shaped reinforcing bar 11 that 12 outsides are adjacent, 12 are connected, this space-stop rack 3 is fixedly connected with Intranet sheet 21,22, and the opposite side of space-stop rack 3 correspondences also is fixed with external net slice 23 by screw 29,24.By above structure as can be known, this slab-wall structure that paste in these I-shaped reinforcing bar 11,12 outsides, form the slab-wall structure of a hollow, last space concrete perfusion on this net sheet top, this concrete will fully be dispersed throughout between Intranet sheet 21,22 and the external net slice 23,24, air-dry through a period of time, this concrete just is set in 5 of space-stop rack 3, link 4 and WELDING STUDS, and because the WELDING STUDS 5 of this evagination provides grasping force for this concrete, can guarantee to finish perfusion and air-dry board wall, as long as repair Intranet sheet 21,22 and external net slice 23,24 smooth again.
Because the utility model structure is to finish with site operation, compares with prefabricated board wall and reduce many unnecessary carryings, conveying cost, and can realize smoothly according to actual needs that various angles change.
Claims (1)
- A kind of structure of building wall board, it is characterized in that including: I-shaped reinforcing bar, net sheet, space-stop rack, link and WELDING STUDS, WELDING STUDS is convexly set in place, I-shaped reinforcing bar outer face, be arranged with space-stop rack in parallel between this I-shaped reinforcing bar, its L type lower plate of this space-stop rack is fixed on the I-shaped reinforcing bar, offer perforation on each space-stop rack for the horizontal location of link usefulness, this adjacent space-stop rack and I-shaped reinforcing bar in I-shaped reinforcing bar outside is abutted against, and space-stop rack both sides, fixedly be covered with the net sheet respectively, form the building wall board structure of a hollow thus.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 00243939 CN2446195Y (en) | 2000-07-26 | 2000-07-26 | Structure of building wallboard |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 00243939 CN2446195Y (en) | 2000-07-26 | 2000-07-26 | Structure of building wallboard |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2446195Y true CN2446195Y (en) | 2001-09-05 |
Family
ID=33603731
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 00243939 Expired - Fee Related CN2446195Y (en) | 2000-07-26 | 2000-07-26 | Structure of building wallboard |
Country Status (1)
Country | Link |
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CN (1) | CN2446195Y (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100365229C (en) * | 2003-07-02 | 2008-01-30 | 马拉研究所D.O.O. | Constructing the large-span self-braced buildings of composite load-bearing wall-panels and floors |
CN1948653B (en) * | 2005-10-12 | 2010-05-26 | 汪右城 | Precombined composite supporting frame construction method and its structure |
CN102900195A (en) * | 2011-07-26 | 2013-01-30 | 闫丕春 | Inner wallboard and its manufacturing method |
CN110273552A (en) * | 2019-06-25 | 2019-09-24 | 中交一公局集团有限公司 | Tool for improving positioning precision of shear nail |
-
2000
- 2000-07-26 CN CN 00243939 patent/CN2446195Y/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100365229C (en) * | 2003-07-02 | 2008-01-30 | 马拉研究所D.O.O. | Constructing the large-span self-braced buildings of composite load-bearing wall-panels and floors |
CN1948653B (en) * | 2005-10-12 | 2010-05-26 | 汪右城 | Precombined composite supporting frame construction method and its structure |
CN102900195A (en) * | 2011-07-26 | 2013-01-30 | 闫丕春 | Inner wallboard and its manufacturing method |
CN110273552A (en) * | 2019-06-25 | 2019-09-24 | 中交一公局集团有限公司 | Tool for improving positioning precision of shear nail |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
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 |