CN204163399U - Bed die mounting structures - Google Patents
Bed die mounting structures Download PDFInfo
- Publication number
- CN204163399U CN204163399U CN201420599294.XU CN201420599294U CN204163399U CN 204163399 U CN204163399 U CN 204163399U CN 201420599294 U CN201420599294 U CN 201420599294U CN 204163399 U CN204163399 U CN 204163399U
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- CN
- China
- Prior art keywords
- precast beam
- bed die
- mounting structures
- soffit formwork
- die mounting
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Abstract
The utility model relates to a kind of bed die mounting structures, and for the superimposed sheet of support between each precast beam, described bed die mounting structures comprises soffit formwork and support member; Described soffit formwork support is in the bottom of described superimposed sheet, and described soffit formwork both sides are resisted against the precast beam of described superimposed sheet both sides, described superimposed sheet is propped up by described support member and is located between described precast beam.Realization can not set up external scaffolding just can complete the fixing of soffit formwork.Relative to prior art, a kind of bed die mounting structures of the utility model saves high-altitude bed die installation exercise and external scaffolding sets up operation, reduces the density of vertical rod, be conducive to generation and the utilization of large operating space, use manpower and material resources sparingly financial resources, raises the efficiency, and reduces construction cost.
Description
Technical field
The utility model relates to the realm of building construction, espespecially a kind of bed die mounting structures.
Background technology
Unidirectional superimposed sheet in prefabrication and assembly construction system, after its pre-erection has spliced, need carry out the cast-in-place of overlapping layers, superimposed sheet piece imprecision, easy spillage.Current common method is that fillet template is pasted in below, and supports with steel pipe support, completes grouting and the concreting of piece.But for prefabricated costruction, setting up external scaffolding to install template separately, increasing the density of vertical rod, be unfavorable for generation and the utilization of large operating space, waste again a large amount of manpower, material resources and financial resources, lower efficiency, increase construction cost.
Utility model content
The purpose of this utility model is the defect overcoming prior art, a kind of bed die mounting structures is provided, solve in prior art prefabricated costruction and set up external scaffolding to install template separately, increase the density of vertical rod, be unfavorable for generation and the utilization of large operating space, waste again a large amount of manpower, material resources and financial resources, lower efficiency, increase the problem of construction cost.
The technical scheme realizing above-mentioned purpose is:
A kind of bed die mounting structures of the utility model, for the superimposed sheet of support between each precast beam, described bed die mounting structures comprises soffit formwork and support member; Described soffit formwork support is in the bottom of described superimposed sheet, and described soffit formwork both sides are resisted against the precast beam of described superimposed sheet both sides, described superimposed sheet is propped up by described support member and is located between described precast beam.
The utility model adopts support member to install soffit formwork between precast beam, the gap between shutoff superimposed sheet, realizes setting up external scaffolding and just to complete fixing of template.Save high-altitude side form installation exercise and external scaffolding sets up operation, reduce the density of vertical rod, be conducive to generation and the utilization of large operating space, use manpower and material resources sparingly financial resources, raises the efficiency, and reduces construction cost.
The further improvement of a kind of bed die of the utility model mounting structures is, described soffit formwork is located at the stitching portion of adjacent two described superimposed sheets.
The further improvement of a kind of bed die of the utility model mounting structures is, described support member is angle steel, and described angle steel one sidepiece is supported in the bottom surface of described soffit formwork, and the other side is attached at described precast beam, is anchored on described precast beam by setscrew.
The further improvement of a kind of bed die of the utility model mounting structures is, described support member is angle steel, and described angle steel one sidepiece is supported in the bottom surface of described soffit formwork, and the other side is attached at described precast beam, coordinated the nut be embedded in described precast beam by a bolt, be anchored on described precast beam.
The further improvement of a kind of bed die of the utility model mounting structures is, described support member is angle steel, and described angle steel one sidepiece is supported in the bottom surface of described soffit formwork, and the other side is attached at described precast beam, be embedded in the screw rod in described precast beam by a nut screw connection, be anchored on described precast beam.
Accompanying drawing explanation
Fig. 1 is the sectional view of the utility model bed die mounting structures along first direction; And
Fig. 2 is the sectional view of the utility model bed die mounting structures along second direction.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The utility model provides a kind of bed die mounting structures, overlapping layers is built for the top at superimposed sheet, consider that concrete folding layer thickness is generally less than and equal 150 millimeters, edge joint position concrete pressure is less, when not setting up external scaffolding, complete the fixing of template by fixture, build overlapping layers.Save high-altitude side form installation exercise and external scaffolding sets up operation, reduce the density of vertical rod, be conducive to generation and the utilization of large operating space, use manpower and material resources sparingly financial resources, raises the efficiency, and reduces construction cost.Below in conjunction with accompanying drawing, the utility model formwork erection structure is described.
Consult Fig. 1, show the sectional view of the utility model bed die mounting structures along first direction, consult Fig. 2, show the sectional view of the utility model bed die mounting structures along second direction, wherein, first direction be along superimposed sheet laterally from overlapping layers top to the vertical direction bottom precast beam, second direction be along superimposed sheet longitudinally from the top of overlapping layers to the vertical direction bottom superimposed sheet.
Below in conjunction with Fig. 1 and Fig. 2, the utility model bed die mounting structures is described.
The utility model bed die mounting structures comprises soffit formwork 20 and support member 40.The end face of soffit formwork 20 is attached at the bottom of superimposed sheet 50, and is located at the gap place between superimposed sheet 50, and the two ends of soffit formwork 20 are resisted against the precast beam 30 of superimposed sheet 50 both sides, are located between precast beam 30 by support member 40.Soffit formwork 20 adopts and thickeies bamboo wood soffit formwork or alclad soffit formwork, increases rigidity, meets the requirement of large span.The precast beam 30 of superimposed sheet 50 and both sides encloses and defines casting space, concreting is carried out to this casting space, to form overlapping layers 10, because superimposed sheet 50 is splicing construction, so be formed with gap between superimposed sheet 50, when building, concrete can expose from this gap, therefore arranges the gap place that soffit formwork 20 is sticked between superimposed sheet 50, for this gap of shutoff, prevent concrete leakage.
As a better embodiment of the present utility model, soffit formwork 20 is located at the stitching portion of adjacent two superimposed sheets, thus makes soffit formwork 20 can simultaneously adjacent two superimposed sheets of support, decreases the quantity of soffit formwork, saves parts expense.
As a better embodiment of the present utility model, support member 40 is angle steel, and angle steel one sidepiece is supported in the bottom surface of soffit formwork 20, and the other side is attached at precast beam 30, is anchored on precast beam 30 by setscrew.Preferably, support member 40 is equal leg angle, by a fastening sidepiece on precast beam 30, and then achieves the other side support base template 20.
As a better embodiment of the present utility model, support member is angle steel, and angle steel one sidepiece is supported in the bottom surface of soffit formwork 20, and the other side is attached at precast beam 30, is coordinated the screw rod 301 be embedded in precast beam 30, be anchored on precast beam 30 by a nut 302.Between nut 302 and angle steel, pad is provided with pad 303, coordinates screw rod 301 that angle steel is anchored on precast beam 30 by nut 302.
As a better embodiment of the present utility model, support member is angle steel, and angle steel one sidepiece is supported in the bottom surface of soffit formwork 20, and the other side is attached at precast beam 30, is coordinated the nut be embedded in precast beam 30, be anchored on precast beam 30 by a bolt.Between nut and angle steel, pad is provided with pad, by nut screw connection bolt, angle steel is anchored on precast beam 30.
At the bottom of the utility model, the beneficial effect of bed die mounting structures is: adopt support member sandwiched soffit formwork, realizes setting up external scaffolding and just can complete the fixing of soffit formwork.Save high-altitude side form installation exercise and external scaffolding sets up operation, reduce the density of vertical rod, be conducive to generation and the utilization of large operating space, use manpower and material resources sparingly financial resources, raises the efficiency, and reduces construction cost.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (5)
1. a bed die mounting structures, for the superimposed sheet of support between each precast beam, is characterized in that, described bed die mounting structures comprises soffit formwork and support member; Described soffit formwork support is in the bottom of described superimposed sheet, and described soffit formwork both sides are resisted against the precast beam of described superimposed sheet both sides, described superimposed sheet is propped up by described support member and is located between described precast beam.
2. a kind of bed die mounting structures as claimed in claim 1, is characterized in that, described soffit formwork is located at the stitching portion of adjacent two described superimposed sheets.
3. a kind of bed die mounting structures as claimed in claim 1, is characterized in that, described support member is angle steel, and described angle steel one sidepiece is supported in the bottom surface of described soffit formwork, and the other side is attached at described precast beam, is anchored on described precast beam by setscrew.
4. a kind of bed die mounting structures as claimed in claim 1, it is characterized in that, described support member is angle steel, described angle steel one sidepiece is supported in the bottom surface of described soffit formwork, the other side is attached at described precast beam, coordinated the nut be embedded in described precast beam by a bolt, be anchored on described precast beam.
5. a kind of bed die mounting structures as claimed in claim 1, it is characterized in that, described support member is angle steel, described angle steel one sidepiece is supported in the bottom surface of described soffit formwork, the other side is attached at described precast beam, be embedded in the screw rod in described precast beam by a nut screw connection, be anchored on described precast beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420599294.XU CN204163399U (en) | 2014-10-16 | 2014-10-16 | Bed die mounting structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420599294.XU CN204163399U (en) | 2014-10-16 | 2014-10-16 | Bed die mounting structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204163399U true CN204163399U (en) | 2015-02-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420599294.XU Expired - Fee Related CN204163399U (en) | 2014-10-16 | 2014-10-16 | Bed die mounting structures |
Country Status (1)
| Country | Link |
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| CN (1) | CN204163399U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971290A (en) * | 2016-05-10 | 2016-09-28 | 刘祥锦 | Construction method and auxiliary tool for prefabricated concrete structure |
| CN108894518A (en) * | 2018-07-27 | 2018-11-27 | 华南理工大学 | A kind of supporter and its construction method of erecting plate |
| CN109457955A (en) * | 2018-12-28 | 2019-03-12 | 合迪科技江苏有限公司 | Prefabricated stacking floor support system |
| CN111042520A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Slurry overflow prevention construction process for prefabricated part |
| CN113047152A (en) * | 2021-05-18 | 2021-06-29 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN115142668A (en) * | 2022-07-21 | 2022-10-04 | 启迪设计集团股份有限公司 | Support-free bottom die for fabricated floor |
-
2014
- 2014-10-16 CN CN201420599294.XU patent/CN204163399U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971290A (en) * | 2016-05-10 | 2016-09-28 | 刘祥锦 | Construction method and auxiliary tool for prefabricated concrete structure |
| CN108894518A (en) * | 2018-07-27 | 2018-11-27 | 华南理工大学 | A kind of supporter and its construction method of erecting plate |
| CN109457955A (en) * | 2018-12-28 | 2019-03-12 | 合迪科技江苏有限公司 | Prefabricated stacking floor support system |
| CN111042520A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Slurry overflow prevention construction process for prefabricated part |
| CN113047152A (en) * | 2021-05-18 | 2021-06-29 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN113047152B (en) * | 2021-05-18 | 2022-10-11 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN115142668A (en) * | 2022-07-21 | 2022-10-04 | 启迪设计集团股份有限公司 | Support-free bottom die for fabricated floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170512 Address after: 200135 Shanghai, China (Shanghai) free trade zone, Century Avenue, No. 27, layer 1568, layer Co-patentee after: SHANGHAI ZHONGJIANHANG CONSTRUCTION INDUSTRY DEVELOPMENT CO.,LTD. Patentee after: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. Address before: 200135 Pudong New Area Century Avenue, Shanghai, No. 27, layer 1568 Patentee before: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200602 Address after: 200122 Shanghai, China (Shanghai) free trade zone, Century Avenue, No. 27, layer 1568, layer Patentee after: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. Address before: 200135, Shanghai, Pudong New Area, China (Shanghai) free trade test zone, Century Avenue, No. 27, 1568 Co-patentee before: SHANGHAI ZHONGJIANHANG CONSTRUCTION INDUSTRY DEVELOPMENT Co.,Ltd. Patentee before: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150218 Termination date: 20211016 |
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| CF01 | Termination of patent right due to non-payment of annual fee |