CN204626732U - A kind of precast reinforced concrete construction superposed beam antipriming - Google Patents
A kind of precast reinforced concrete construction superposed beam antipriming Download PDFInfo
- Publication number
- CN204626732U CN204626732U CN201520246308.4U CN201520246308U CN204626732U CN 204626732 U CN204626732 U CN 204626732U CN 201520246308 U CN201520246308 U CN 201520246308U CN 204626732 U CN204626732 U CN 204626732U
- Authority
- CN
- China
- Prior art keywords
- superposed beam
- prefabricated
- superimposed sheet
- reinforced concrete
- antipriming
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 238000007789 sealing Methods 0.000 claims abstract description 18
- 239000004744 fabric Substances 0.000 claims abstract description 15
- 238000011065 in-situ storage Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a kind of precast reinforced concrete construction superposed beam antipriming, described device comprises in-situ layer, prefabricated superimposed sheet, Prefabricated superposed beam, steel plate for sealing water, steel fabric sheet, water stop slot, described prefabricated superimposed sheet two ends offer water stop slot, in described water stop slot, steel plate for sealing water is installed, the upper end of described prefabricated superimposed sheet and Prefabricated superposed beam is laid with steel fabric sheet, in-situ layer on described prefabricated superimposed sheet.The utility model has the advantages that: structure is simple, be easy to manufacture, cost is low; Practical, effectively can solve the seepage problem that superposed beam and superimposed sheet junction are caused because of factors such as construction method are improper or structure installation is unreasonable, reduce construction cost.
Description
Technical field
The utility model relates to a kind of a kind of antipriming of superposed beam junction, in particular, relates to a kind of precast reinforced concrete construction superposed beam antipriming.
Background technology
Usually because the improper or structure installation of construction method is unreasonable etc., factor causes superposed beam and plate junction to occur the phenomenon of crack, infiltration in connection in housing industrialization between Prefabricated superposed beam and superimposed sheet, its quality can not meet national regulation and designing requirement, thus affects structural safety and water resistance.
Utility model content
The utility model is for the deficiency of existing product, and provide a kind of structure simple, practical, construct convenient, practical, effectively can solve superposed beam and the superimposed sheet junction a kind of precast reinforced concrete construction superposed beam antipriming because of the seepage problem that factor causes such as construction method is improper or structure installation is unreasonable.
A kind of precast reinforced concrete construction superposed beam antipriming of the present utility model, described device comprises in-situ layer, prefabricated superimposed sheet, Prefabricated superposed beam, steel plate for sealing water, steel fabric sheet, water stop slot, described prefabricated superimposed sheet two ends offer water stop slot, in described water stop slot, steel plate for sealing water is installed, the upper end of described prefabricated superimposed sheet and Prefabricated superposed beam is embedded with steel fabric sheet, and described prefabricated superimposed sheet arranges in-situ layer.
The width of described steel fabric sheet is 2-3 times of Prefabricated superposed beam width.The width of described water stop slot is not less than the thickness of steel plate for sealing water.The two ends of described steel plate for sealing water are provided with chamfer.Reinforcing bar is provided with in described in-situ layer.
The beneficial effects of the utility model are: (1) structure is simple, and be easy to manufacture, cost is low; (2) practical, effectively can solve the seepage problem that superposed beam and superimposed sheet junction are caused because of factors such as construction method are improper or structure installation is unreasonable, reduce construction cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: in-situ layer 1, prefabricated superimposed sheet 2, Prefabricated superposed beam 3, steel plate for sealing water 4, steel fabric sheet 5, water stop slot 6.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model will be further described.
In the drawings, a kind of precast reinforced concrete construction superposed beam antipriming of the present utility model forms primarily of in-situ layer 1, prefabricated superimposed sheet 2, Prefabricated superposed beam 3, steel plate for sealing water 4, steel fabric sheet 5, water stop slot 6.
Described prefabricated superimposed sheet 2 two ends offer water stop slot 6, are provided with steel plate for sealing water 4 in described water stop slot 6, and the upper end of described prefabricated superimposed sheet 2 and Prefabricated superposed beam 3 is embedded with steel fabric sheet 5, and described prefabricated superimposed sheet 2 arranges in-situ layer 1.The width of described steel fabric sheet 5 is 2-3 times of Prefabricated superposed beam 3 width.The width of described water stop slot 6 is not less than the thickness of steel plate for sealing water 4.The two ends of described steel plate for sealing water 4 are provided with chamfer.Reinforcing bar is provided with in described in-situ layer 1.
A kind of precast reinforced concrete construction superposed beam antipriming of the present utility model, with prefabricated superimposed sheet 2 manufacturing process of Prefabricated superposed beam 3 lap-joint, according to the thickness of prefabricated superimposed sheet 2, small-sized steel plate for sealing water 4 and water stop slot 6 are set, arrange the width of steel fabric sheet 5 according to the intermediate width of Prefabricated superposed beam 3, the width of steel fabric sheet 5 is 2-3 times of Prefabricated superposed beam 3, in work progress, before the concrete pouring construction of Prefabricated superposed beam plate junction, ensure the thickness of in-situ layer 1 and be equipped with suitable structure muscle, small-sized steel plate for sealing water 4 is prevented to be extruded destruction, and ensure the globality of junction, the concreting of in-situ layer 1 will be carried out after small-sized steel plate for sealing water 4 fixed vertical, vibrating time is controlled in concreting process, dynamics also notes finished product protection, after treating Prefabricated superposed beam plate junction concrete vibrating, steel fabric sheet 5 is pressed in the concrete of Prefabricated superposed beam 2 top between two parties, concrete compacting, standard concrete maintenance is carried out again after receiving light.
The utility model simple structure, construct convenient, practical, effectively can solve the seepage problem that superposed beam and superimposed sheet junction are caused because of factors such as construction method are improper or structure installation is unreasonable, thoroughly solve superposed beam position because of the structural safety problem causing it declined by force intensity that seeps water for a long time.
Claims (5)
1. a precast reinforced concrete construction superposed beam antipriming, it is characterized in that, described device comprises in-situ layer (1), prefabricated superimposed sheet (2), Prefabricated superposed beam (3), steel plate for sealing water (4), steel fabric sheet (5), water stop slot (6), described prefabricated superimposed sheet (2) two ends offer water stop slot (6), steel plate for sealing water (4) is installed in described water stop slot (6), the upper end of described prefabricated superimposed sheet (2) and Prefabricated superposed beam (3) is embedded with steel fabric sheet (5), and described prefabricated superimposed sheet (2) arranges in-situ layer (1).
2. a kind of precast reinforced concrete construction superposed beam antipriming according to claim 1, is characterized in that, the width of described steel fabric sheet (5) is 2-3 times of Prefabricated superposed beam (3) width.
3. a kind of precast reinforced concrete construction superposed beam antipriming according to claim 1, is characterized in that, the width of described water stop slot (6) is not less than the thickness of steel plate for sealing water (4).
4. a kind of precast reinforced concrete construction superposed beam antipriming according to claim 1, it is characterized in that, the two ends of described steel plate for sealing water (4) are provided with chamfer.
5. a kind of precast reinforced concrete construction superposed beam antipriming according to claim 1, it is characterized in that, described in-situ layer is provided with reinforcing bar in (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520246308.4U CN204626732U (en) | 2015-04-22 | 2015-04-22 | A kind of precast reinforced concrete construction superposed beam antipriming |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520246308.4U CN204626732U (en) | 2015-04-22 | 2015-04-22 | A kind of precast reinforced concrete construction superposed beam antipriming |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626732U true CN204626732U (en) | 2015-09-09 |
Family
ID=54045775
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520246308.4U Expired - Fee Related CN204626732U (en) | 2015-04-22 | 2015-04-22 | A kind of precast reinforced concrete construction superposed beam antipriming |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204626732U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735543A (en) * | 2016-04-15 | 2016-07-06 | 成都市工业设备安装公司 | Inner angle mold-shut structure of column plate on industrialized building concrete superposed beam and application method of inner angle mold-shut structure |
| CN107288227A (en) * | 2017-06-21 | 2017-10-24 | 中国十七冶集团有限公司 | A kind of construction method of prefabricated superimposed sheet piece waterproof sealing |
-
2015
- 2015-04-22 CN CN201520246308.4U patent/CN204626732U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735543A (en) * | 2016-04-15 | 2016-07-06 | 成都市工业设备安装公司 | Inner angle mold-shut structure of column plate on industrialized building concrete superposed beam and application method of inner angle mold-shut structure |
| CN105735543B (en) * | 2016-04-15 | 2018-05-25 | 成都市工业设备安装公司 | A kind of industrialized building concrete folding beam column plate interior angle off mode structure and its application process |
| CN107288227A (en) * | 2017-06-21 | 2017-10-24 | 中国十七冶集团有限公司 | A kind of construction method of prefabricated superimposed sheet piece waterproof sealing |
| CN107288227B (en) * | 2017-06-21 | 2019-03-12 | 中国十七冶集团有限公司 | A kind of construction method of prefabricated superimposed sheet piece waterproof sealing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107313517B (en) | Connecting node for laminated wall and laminated floor slab in middle layer | |
| CN206428872U (en) | A kind of close splicing seam superimposed sheet | |
| CN201738443U (en) | Prefabricated concrete double-overlapping beam | |
| CN106639093A (en) | Close splicing seam-type laminated slab | |
| CN207616844U (en) | Foundation platform precast concrete side form and molding machine | |
| CN204059601U (en) | Steel bar connecting structure of prefabricated concrete member | |
| CN104895230A (en) | Post-cast belt for precast composite floor slabs and construction method of post-cast belt | |
| CN209099601U (en) | A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab | |
| CN107740522A (en) | The attachment structure and its construction method of prefabricated regeneration monolith plate and composite beam | |
| CN103835303B (en) | A kind of cast-type armored concrete shearing resistance method and structure | |
| CN104060760B (en) | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method | |
| CN207660132U (en) | A kind of wallboard connecting structure of shear wall overhanging steel arm insertion floor end | |
| CN204626732U (en) | A kind of precast reinforced concrete construction superposed beam antipriming | |
| CN204212023U (en) | A kind of spliced steel concrete temporary pavement | |
| CN205224332U (en) | Prefabricated wall body and prefabricated wallboard | |
| CN103993672A (en) | Tenon type connecting joint structure of low-rise fabricated composite wall house | |
| CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method | |
| CN204919829U (en) | Steel plate concrete shear force wall and basic connection structure and basic built -in fitting structure | |
| CN203403434U (en) | Basement | |
| CN203947493U (en) | Assembling type device for detecting manhole | |
| CN207244961U (en) | A kind of Prefabricated stacking floor with side flanging for being used to drop plate region | |
| CN207363074U (en) | A kind of connection structure of prefabricated regeneration monolith plate and composite beam | |
| CN203668894U (en) | Concrete prefabricated form structure allowing rapid installation | |
| CN104712087A (en) | Superimposed floor slab connecting method | |
| CN211368765U (en) | Prefabricated assembled reinforced concrete transformer substation foundation |
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: 20150909 |