CN204252421U - The syndeton of prefabricated superposed type parapet - Google Patents
The syndeton of prefabricated superposed type parapet Download PDFInfo
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- CN204252421U CN204252421U CN201420704075.3U CN201420704075U CN204252421U CN 204252421 U CN204252421 U CN 204252421U CN 201420704075 U CN201420704075 U CN 201420704075U CN 204252421 U CN204252421 U CN 204252421U
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Abstract
A syndeton for prefabricated superposed type parapet, by parapet prefabricate; Be light material layer in the middle of described prefabricated parapet wall body, with position, inner side layer of concrete outside wall body, in the concrete of wall body medial and lateral, be placed with reinforced mesh; Described prefabricated parapet top is attached with U-shaped reinforcing bar; Place polyurethane water-proof glue and polyethylene foamed rod outside the bottom seam place of described prefabricated parapet, inside the bottom seam place of prefabricated parapet, place caulking sealing cream and stress release cushion block.The utility model can realize the prefabricated of parapet, and from heavy and light, prevents wall body from ftractureing, the effective water leakage in bottom, ensures the durability of component, can reduce working procedure simultaneously, saves formwork, improves efficiency of construction.
Description
Technical field
the utility model relates to construction engineering technical field, is specifically related to a kind of syndeton of prefabricated superposed type parapet.
Background technology
Parapet is as the non-agent structure primary structure member of roofing, realize it prefabricated, for the full prefabricated units assembling of construction work, be one of them pith, but the parapet of existing building adopts cast-in-situ concrete or masonry structure preparation mostly, the engineering time is relatively long, and need formwork, working procedure is complicated, and quality is wayward, affects easy to crack by temperature, load and rain drop erosion.
Summary of the invention
Technical problem to be solved in the utility model is: solve above-mentioned prior art Problems existing, and a kind of syndeton of prefabricated superposed type parapet is provided, realize the prefabricated of parapet, from heavy and light, wall body can not ftracture, and bottom can effective water leakage, ensure the durability of component, can working procedure be reduced simultaneously, save formwork, improve efficiency of construction.
The technical solution adopted in the utility model is:
A syndeton for prefabricated superposed type parapet, by parapet prefabricate; Be light material layer in the middle of described prefabricated parapet wall body, outside wall body and inner side is layer of concrete, is placed with reinforced mesh in the layer of concrete of wall body medial and lateral; Described prefabricated parapet top is attached with U-shaped reinforcing bar; Place polyurethane water-proof glue and polyethylene foamed rod outside the bottom seam place of described prefabricated parapet, inside the bottom seam place of prefabricated parapet, place caulking sealing cream and stress release cushion block.
In technique scheme, concrete thickness 50mm outside the wall body of described prefabricated parapet, concrete thickness 60mm inside wall body, the light material thickness 50mm in the middle of wall body.
In technique scheme, the reinforced mesh placed in the wall body medial and lateral layer of concrete of described prefabricated parapet be vertical and the diameter placed of horizontal direction be 6mm, spacing is the grade III steel of 150mm.
In technique scheme, described prefabricated parapet top is attached with U-shaped reinforcing bar, and its U-shaped reinforcing bar opening is towards building inner side, and U-shaped steel bar preassembling is in parapet and stretch out a segment length, and built-in length needed capping beam center line.
In technique scheme, the U-shaped reinforcing bar that described prefabricated parapet top adds arranges one every 150mm in the horizontal direction.
In technique scheme, the capping beam of described prefabricated parapet adopts cast-in-place mode shaping.
In technique scheme, the polyethylene foamed rod diameter placed outside described prefabricated parapet bottom seam place is 20mm.
Advantage and beneficial effect:
Parapet wall body can be made prefabricated component by the utility model, adopts light material in the middle of wall body, can alleviate the deadweight of wall body, place vertical and horizontal direction reinforced mesh simultaneously, can effectively prevent wall body from ftractureing in the medial and lateral concrete of dry wall body.Prefabricated parapet top can be formed with cast-in-place capping beam with reserved U-shaped reinforcing bar and be connected safely and effectively, and prefabricated parapet bottom way effectively can prevent infiltration, thus ensure that the durability of component.Prefabricated parapet can serve as the outboard template of cast-in-place capping beam simultaneously, has economized the trouble of an adventitia.Therefore, parapet structure of the present utility model can reduce working procedure, improves efficiency of construction.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Description of reference numerals:
The prefabricated parapet of 1-, layer of concrete outside 2-, layer of concrete inside 3-, 4-U steel bar, 5-polyurethane water-proof glue, 6-polyethylene foamed rod, 7-caulking sealing cream, 8-stress release cushion block, 9-light material layer, 10-superposed beam, 11-cladding panel.
Detailed description of the invention
See Fig. 1, the syndeton of prefabricated superposed type parapet of the present utility model, by parapet prefabricate; Be light material layer in the middle of described prefabricated parapet wall body, outside wall body and inner side is layer of concrete, is placed with reinforced mesh in the layer of concrete of wall body medial and lateral; Described prefabricated parapet top is attached with U-shaped reinforcing bar; Place polyurethane water-proof glue and polyethylene foamed rod outside the bottom seam place of described prefabricated parapet, inside the bottom seam place of prefabricated parapet, place caulking sealing cream and stress release cushion block.
Concrete thickness 50mm outside the wall body of above-mentioned prefabricated parapet, concrete thickness 60mm inside wall body, the light material thickness 50mm in the middle of wall body.
The reinforced mesh placed in the wall body medial and lateral layer of concrete of above-mentioned prefabricated parapet be vertical and the diameter placed of horizontal direction be 6mm, spacing is the grade III steel of 150mm.
Above-mentioned prefabricated parapet top is attached with U-shaped reinforcing bar, and its U-shaped reinforcing bar opening is towards building inner side, and U-shaped steel bar preassembling is in parapet and stretch out a segment length, and built-in length needed capping beam center line.
Above-mentioned prefabricated parapet top is attached with U-shaped reinforcing bar and arranges one every 150mm in the horizontal direction.
The capping beam of above-mentioned prefabricated parapet adopts cast-in-place mode shaping.
The polyethylene foamed rod diameter placed outside above-mentioned prefabricated parapet bottom seam place is 20mm.
Claims (6)
1. a syndeton for prefabricated superposed type parapet, is characterized in that, by parapet prefabricate; Be light material layer in the middle of described prefabricated parapet wall body, outside wall body and inner side is layer of concrete, is placed with reinforced mesh in the layer of concrete of wall body medial and lateral; Described prefabricated parapet top is attached with U-shaped reinforcing bar; Place polyurethane water-proof glue and polyethylene foamed rod outside the bottom seam place of described prefabricated parapet, inside the bottom seam place of prefabricated parapet, place caulking sealing cream and stress release cushion block.
2. the syndeton of prefabricated superposed type parapet according to claim 1, is characterized in that, concrete thickness 50mm outside the wall body of described prefabricated parapet, concrete thickness 60mm inside wall body, the light material thickness 50mm in the middle of wall body.
3. the syndeton of prefabricated superposed type parapet according to claim 1, it is characterized in that, the reinforced mesh placed in the wall body medial and lateral layer of concrete of described prefabricated parapet be vertical and the diameter placed of horizontal direction be 6mm, spacing is the grade III steel of 150mm.
4. the syndeton of prefabricated superposed type parapet according to claim 1, it is characterized in that, described prefabricated parapet top is attached with U-shaped reinforcing bar, and its U-shaped reinforcing bar opening is towards building inner side, U-shaped steel bar preassembling is in parapet and stretch out a segment length, and built-in length needed capping beam center line.
5. the syndeton of prefabricated superposed type parapet according to claim 1, is characterized in that, the U-shaped reinforcing bar that described prefabricated parapet top adds arranges one every 150mm in the horizontal direction.
6. the syndeton of prefabricated superposed type parapet according to claim 1, is characterized in that, the capping beam of described prefabricated parapet adopts cast-in-place mode shaping.
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CN201420704075.3U CN204252421U (en) | 2014-11-21 | 2014-11-21 | The syndeton of prefabricated superposed type parapet |
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CN201420704075.3U CN204252421U (en) | 2014-11-21 | 2014-11-21 | The syndeton of prefabricated superposed type parapet |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105735531A (en) * | 2016-04-08 | 2016-07-06 | 安徽富煌钢构股份有限公司 | Steel structural residential outer wall plate and ground connecting node |
CN106499045A (en) * | 2016-11-17 | 2017-03-15 | 西咸新区矩阵实业有限公司 | A kind of prefabricated composite construction parapet and construction method |
CN106703306A (en) * | 2017-01-19 | 2017-05-24 | 香港华艺设计顾问(深圳)有限公司 | Precast concrete parapet wall component and connecting structure thereof |
CN109339222A (en) * | 2018-11-21 | 2019-02-15 | 远大住宅工业(上海)有限公司 | A kind of connection structure of prefabricated superposed type parapet |
CN109707119A (en) * | 2018-11-25 | 2019-05-03 | 山东飞越钢结构工程有限公司 | A kind of connecting node in plane room and parapet |
CN109736514A (en) * | 2018-12-18 | 2019-05-10 | 浙江绿筑集成科技有限公司 | A kind of connecting structure and preparation method thereof of prefabricated daughter's wallboard |
CN109853792A (en) * | 2018-12-29 | 2019-06-07 | 南京长江都市建筑设计股份有限公司 | It is impervious with the integrated steel concrete outer wall structure of structure construction and construction method to collect shock-proof heat insulation |
CN112627363A (en) * | 2020-12-11 | 2021-04-09 | 益阳远大建筑工业有限责任公司 | Building joint splicing structure and joint construction method thereof |
-
2014
- 2014-11-21 CN CN201420704075.3U patent/CN204252421U/en active Active
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105735531A (en) * | 2016-04-08 | 2016-07-06 | 安徽富煌钢构股份有限公司 | Steel structural residential outer wall plate and ground connecting node |
CN106499045A (en) * | 2016-11-17 | 2017-03-15 | 西咸新区矩阵实业有限公司 | A kind of prefabricated composite construction parapet and construction method |
CN106703306A (en) * | 2017-01-19 | 2017-05-24 | 香港华艺设计顾问(深圳)有限公司 | Precast concrete parapet wall component and connecting structure thereof |
CN109339222A (en) * | 2018-11-21 | 2019-02-15 | 远大住宅工业(上海)有限公司 | A kind of connection structure of prefabricated superposed type parapet |
CN109707119A (en) * | 2018-11-25 | 2019-05-03 | 山东飞越钢结构工程有限公司 | A kind of connecting node in plane room and parapet |
CN109736514A (en) * | 2018-12-18 | 2019-05-10 | 浙江绿筑集成科技有限公司 | A kind of connecting structure and preparation method thereof of prefabricated daughter's wallboard |
CN109853792A (en) * | 2018-12-29 | 2019-06-07 | 南京长江都市建筑设计股份有限公司 | It is impervious with the integrated steel concrete outer wall structure of structure construction and construction method to collect shock-proof heat insulation |
CN112627363A (en) * | 2020-12-11 | 2021-04-09 | 益阳远大建筑工业有限责任公司 | Building joint splicing structure and joint construction method thereof |
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Address after: 410205 Hunan province Changsha high and New Development Zone Lu Song road and Dongfang Red Road intersection Patentee after: Broad Homes Industrial International Co., Ltd. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |