CN203441090U - Double-plate prefabricated superposed wall supporting system - Google Patents
Double-plate prefabricated superposed wall supporting system Download PDFInfo
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- CN203441090U CN203441090U CN201320554046.9U CN201320554046U CN203441090U CN 203441090 U CN203441090 U CN 203441090U CN 201320554046 U CN201320554046 U CN 201320554046U CN 203441090 U CN203441090 U CN 203441090U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000007789 sealing Methods 0.000 claims description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 5
- 239000002131 composite material Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000000246 remedial effect Effects 0.000 description 1
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Abstract
The utility model discloses a system is strutted to prefabricated coincide wall of two boards, including pre-buried internal thread pipe, steel bar truss, support, bolt, nut, stagnant water screw rod, bracing, vertical support and horizontal support, be equipped with steel bar truss between two wallboards of this coincide wall and run through the pre-buried internal thread pipe of wallboard, the both ends of bracing are passed through the bolt and are fixed with the support, and the support of upper end passes through the end connection of bolt and nut and pre-buried internal thread pipe, and the support of lower extreme passes through bolt and nut and floor connection, horizontal support passes through the bolt fastening on vertical support, the stagnant water screw rod passes pre-buried internal thread pipe in the wallboard, vertical support fixes the outer wall at two wallboards of coincide wall through stagnant water screw rod and nut to link together two wallboards. The utility model discloses avoided the prefabricated plate to destroy at the process of pouring mould that expands, compromise the simplicity of construction, it is simple and convenient to have, dismantles in a flexible way, green.
Description
Technical field
The utility model relates to a kind of pair of prefabricated superimposed body of wall support pattern of plate, belongs to technical field of construction.
Background technology
In recent years, Type Composite Structure System obtains applying more and more widely at home.The advantages such as it is high that Type Composite Structure System has industrialization degree, and site operation speed is fast.In construction, concreting in cavity, owing to manually vibrating, and the lateral pressure of concrete own is larger, tends to cause the swollen mould of precast plate.Once there is swollen mould, prefabricated panel will ftracture, and wallboard lap-joint will throw off, remedial measure difficulty and consuming time.Therefore prevent that the swollen mould of precast plate from destroying, and sets up complete precast plate support system and have great engineering significance.
At present, the one side diagonal brace that the prefabricated superimposed wall of two plates adopts.Because concrete lateral pressure is large or the improper swollen mould causing of manual operation, generally occur in the middle and lower part of wallboard, the fulcrum of diagonal brace on wallboard is generally about 2/3 wallboard height from wallboard top, this measure has only guaranteed the stability of wallboard in concreting process, can not guarantee the rigidity in region, wallboard middle and lower part.Therefore need take measures: can guarantee that stability can guarantee the rigidity of wallboard again.
Utility model content
The utility model provides a kind of pair of prefabricated superimposed body of wall support system of plate, has not only solved the stability of site prefabrication plate, has more solved the problem of the swollen mould of precast plate, and this utility model support system have simple and convenient, dismounting flexibly, the advantages such as environmental protection.
The technical solution adopted in the utility model is: a kind of pair of prefabricated superimposed wall support system of plate, comprise pre-buried internal thread pipe, steel bar girder, bearing, bolt, nut, sealing up screw, diagonal brace, vertical supporting and laterally supporting, between two wallboards of this superimposed wall, be provided with steel bar girder and the pre-buried internal thread pipe that runs through wallboard, the two ends of described diagonal brace are fixed by bolt and bearing, the bearing of upper end is connected with the end of pre-buried internal thread pipe by bolt and nut, the bearing of lower end is connected with floor by bolt and nut, described horizontal supporting is bolted in vertical supporting, described sealing up screw is through pre-buried internal thread pipe in wallboard, described vertical supporting is fixed on the outer wall of two wallboards of superimposed wall by sealing up screw and nut, and two wallboards are linked together.
As preferably, described pre-buried internal thread pipe length is thick identical with monolithic wallboard.
As preferably, described bearing cross section is channel-section steel shape, and base plate is at least opened 2 bolts hole, by bolt, bearing is fixed on to the Shang，Liang edge of a wing, cross section and opens corresponding bolt hole, is bolted diagonal brace.
As preferably, the cross section of described diagonal brace is circular.
As preferably, described diagonal brace is comprised of riffled tube and male-pipe, and two screwed pipes are together by a threaded connection and form wholely, and bolt hole is established at two ends, is bolted on bearing.Two screwed pipes are threaded and partly account for diagonal brace 1/3～2/3, guarantee stability.This diagonal brace way can guarantee on-the-spot wallboard tiltedly askew in the situation that or support position departs from predeterminated position situation, by rotary screwing thread pipe, carries out accurate adjustment, after diagonal brace two ends are fixing, can not screw, and has also guaranteed stability.
As preferably, described sealing up screw length is greater than wall thickness 200～300mm.
As preferably, described horizontal supporting breadth of section can be taken as 50mm, and length is taken as 300～500mm, and laterally supporting depth of section is greater than vertical cross-section height 30～60mm, and the raised area stretches out 50mm～100mm at horizontal place, supporting two ends, and extension separates bolt hole.Two ends extension is stuck in vertical supporting, and guarantees anyhow corresponding to bolt hole.
As preferably, described vertical supporting length is taken as 1000～3000mm, and breadth of section is taken as 100～200mm, and thickness is 50～100mm.Vertical supporting arranges bolt hole every 150～200mm along its length.Sealing up screw is arranged one every a bolt hole, and adapted nut will be fixed on prefabricated panel to supporting anyhow.All the other bolts hole will be fixed on prefabricated panel to supporting anyhow with bolt.Anyhow to supporting, form the rigidity that framework has increased the middle and lower part of wallboard, it should be pointed out that when wallboard length larger, during for large volume wall, can suitably increase anyhow to support frame, to guarantee the rigidity of large volume wallboard.
The concrete implementation step of the utility model:
One, prefabricated panel or water before floor, arranges pre-buried internal thread pipe;
Two, two wallboards are lifted into scene, before location, install anyhow to supporting;
Three, wallboard location;
Four, install on wallboard and the bearing on base plate;
Five, the first fixing diagonal brace of wallboard one end; By rotary screwing thread pipe, making wallboard vertical, and guaranteeing that another section of diagonal brace is fixed on subplate bearer.
Beneficial effect: the utility model had both been considered the stability of two plates in concreting process, and increased the rigidity of two plates, avoided precast plate to destroy at the swollen mould of casting process, take into account the simplification of construction, the utlity model has simple and convenient, dismounting flexibly, environmental protection.
Accompanying drawing explanation
Fig. 1 is the utility model support system schematic diagram;
Fig. 2 is the utility model support system generalized section;
Fig. 3 is that the utility model support system is without diagonal brace one framed side wallboard schematic diagram;
Fig. 4 is the utility model bearing schematic diagram;
Fig. 5 is the utility model diagonal brace schematic diagram;
Fig. 6 is the horizontal supporting of the utility model and vertical supporting connection diagram;
Fig. 7 is that the utility model laterally props up signal and protects figure.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As shown in Fig. 1-7, a kind of pair of prefabricated superimposed wall support system of plate, comprise pre-buried internal thread pipe 1, steel bar girder 10, bearing 2, bolt 3, nut 4, sealing up screw 5, diagonal brace 6, vertical supporting 7 and laterally supporting 8, between two wallboards 9 of this superimposed wall, be provided with steel bar girder 10 and the pre-buried internal thread pipe 1 that runs through wallboard 9, the two ends of described diagonal brace 6 are fixing with bearing 2 by bolt 3, the bearing 2 of upper end is connected with the end of pre-buried internal thread pipe 1 by bolt 3 and nut 4, the bearing 2 of lower end is connected with floor by bolt 3 and nut 4, described horizontal supporting 8 is fixed in vertical supporting 7 by bolt 3, described sealing up screw 5 is through the interior pre-buried internal thread pipe 1 of wallboard 9, described vertical supporting 7 is fixed on the outer wall of two wallboards 9 of superimposed wall by sealing up screw 5 and nut 4, and two wallboards 9 are linked together.
Described pre-buried internal thread pipe 1 length is thick identical with monolithic wallboard, described bearing 2 cross sections are channel-section steel shape, base plate is at least opened 2 bolts hole, by bolt, bearing is fixed on cross section, corresponding bolt hole is opened on two edges of a wing, be bolted diagonal brace, the cross section of described diagonal brace 6 is circular, described diagonal brace 6 is comprised of riffled tube and male-pipe, two screwed pipes are together by a threaded connection and form integral body, bolt hole is established at two ends, be bolted on bearing, two screwed pipes are threaded and partly account for diagonal brace 1/3～2/3, guarantee stability, described sealing up screw 5 length are greater than wall thickness 200～300mm, described horizontal supporting 8 breadth of section can be taken as 50mm, length is taken as 300～500mm, laterally supporting 8 depth of sections are greater than vertical cross-section height 30～60mm, the raised area stretches out 50mm～100mm at horizontal supporting 8 places, two ends, extension separates bolt hole.Two ends extension is stuck in vertical supporting, and assurance is anyhow corresponding to bolt hole, and described vertical supporting 7 length are taken as 1000～3000mm, and breadth of section is taken as 100～200mm, and thickness is 50～100mm.Vertical supporting 7 arranges bolt hole every 150～200mm along its length.
In Fig. 2, pre-buried internal thread pipe 1 is put in advance before the prefabricated process of wallboard or floor are built; Bearing 2 is bolted on wallboard 2/3 wall eminence and floor; Sealing up screw 3 arranges one along vertical supporting every 1 bolt hole, and all the other bolts hole in vertical supporting make to be fixed by bolts on wallboard; Diagonal brace 6 is bolted on bearing.
Concrete implementation step:
One,, before prefabricated panel or water before build floor, pre-buried internal thread pipe 1 is set;
Two, two wallboards are lifted into scene, before location, vertical supporting 7 and laterally supporting 8 are installed;
Three, wallboard location;
Four, install on wallboard and the bearing on base plate;
Five, the first fixing diagonal brace 6 of wallboard one end; By rotary screwing thread pipe, making wallboard vertical, and guaranteeing that another section of diagonal brace is fixed on subplate bearer 2.
It should be pointed out that for those skilled in the art, not departing under the prerequisite of the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.In the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (8)
1. two prefabricated superimposed wall support system of plate, it is characterized in that: comprise pre-buried internal thread pipe, steel bar girder, bearing, bolt, nut, sealing up screw, diagonal brace, vertical supporting and laterally supporting, between two wallboards of this superimposed wall, be provided with steel bar girder and the pre-buried internal thread pipe that runs through wallboard, the two ends of described diagonal brace are fixed by bolt and bearing, the bearing of upper end is connected with the end of pre-buried internal thread pipe by bolt and nut, the bearing of lower end is connected with floor by bolt and nut, described horizontal supporting is bolted in vertical supporting, described sealing up screw is through pre-buried internal thread pipe in wallboard, described vertical supporting is fixed on the outer wall of two wallboards of superimposed wall by sealing up screw and nut, and two wallboards are linked together.
2. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, is characterized in that: described pre-buried internal thread pipe length is thick identical with monolithic wallboard.
3. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, it is characterized in that: described bearing cross section is channel-section steel shape, base plate is at least opened 2 bolts hole, by bolt, bearing is fixed on cross section, corresponding bolt hole is opened on two edges of a wing, is bolted diagonal brace.
4. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, is characterized in that: the cross section of described diagonal brace is for circular.
5. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, it is characterized in that: described diagonal brace is comprised of riffled tube and male-pipe, two screwed pipes are together by a threaded connection and form integral body, bolt hole is established at two ends, be bolted on bearing, two screwed pipes are threaded and partly account for diagonal brace 1/3～2/3.
6. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, is characterized in that: described sealing up screw length is greater than wall thickness 200～300mm.
7. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, it is characterized in that: described horizontal supporting breadth of section is taken as 50mm, length is taken as 300～500mm, laterally supporting depth of section is greater than vertical cross-section height 30～60mm, the raised area stretches out 50mm～100mm at place, horizontal supporting two ends, and extension separates bolt hole.
8. the prefabricated superimposed wall support system of a kind of pair of plate according to claim 1, is characterized in that: described vertical supporting length is taken as 1000～3000mm, and breadth of section is taken as 100～200mm, and thickness is 50～100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320554046.9U CN203441090U (en) | 2013-09-06 | 2013-09-06 | Double-plate prefabricated superposed wall supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320554046.9U CN203441090U (en) | 2013-09-06 | 2013-09-06 | Double-plate prefabricated superposed wall supporting system |
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| Publication Number | Publication Date |
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| CN203441090U true CN203441090U (en) | 2014-02-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320554046.9U Expired - Fee Related CN203441090U (en) | 2013-09-06 | 2013-09-06 | Double-plate prefabricated superposed wall supporting system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422667B (en) * | 2013-09-06 | 2016-02-03 | 南京工业大学 | Double-plate prefabricated superposed wall supporting system |
| CN105317191A (en) * | 2015-02-11 | 2016-02-10 | 中建四局第三建筑工程有限公司 | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
| CN105569363A (en) * | 2016-02-06 | 2016-05-11 | 上海建工五建集团有限公司 | Rotating joint connecting device for prefabricated component inclined strut and application method |
| CN110905106A (en) * | 2019-11-26 | 2020-03-24 | 南京市第二建筑设计院有限公司 | Superimposed sheet type shear wall structure |
-
2013
- 2013-09-06 CN CN201320554046.9U patent/CN203441090U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422667B (en) * | 2013-09-06 | 2016-02-03 | 南京工业大学 | Double-plate prefabricated superposed wall supporting system |
| CN105317191A (en) * | 2015-02-11 | 2016-02-10 | 中建四局第三建筑工程有限公司 | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
| CN105569363A (en) * | 2016-02-06 | 2016-05-11 | 上海建工五建集团有限公司 | Rotating joint connecting device for prefabricated component inclined strut and application method |
| CN105569363B (en) * | 2016-02-06 | 2018-02-13 | 上海建工五建集团有限公司 | A kind of swivel joint attachment means and application method for prefabricated components diagonal brace |
| CN110905106A (en) * | 2019-11-26 | 2020-03-24 | 南京市第二建筑设计院有限公司 | Superimposed sheet type shear wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140219 Termination date: 20160906 |