CN204826619U - Mould is hung to superimposed sheet instrument formula - Google Patents
Mould is hung to superimposed sheet instrument formula Download PDFInfo
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- CN204826619U CN204826619U CN201520413727.2U CN201520413727U CN204826619U CN 204826619 U CN204826619 U CN 204826619U CN 201520413727 U CN201520413727 U CN 201520413727U CN 204826619 U CN204826619 U CN 204826619U
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- formwork
- placing
- floor slab
- superimposed sheet
- laminated floor
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Abstract
The utility model relates to a mould is hung to superimposed sheet instrument formula is at the cast -in -place slab band support concrete placement of coincide floor, including pouring the template, it is in by many T type jib hoist and mount to pour the template on the bottom surface of the cast -in -place slab band of coincide floor, T type jib is arranged along the cast -in -place slab band of coincide floor, T type jib is equipped with horizontal pole and thread brace rod, the thread brace rod perpendicular to horizontal pole, horizontal pole overlap joint are on the top surface of coincide floor, and thread brace rod passes and pours the template and will pour the template through the nut and compress tightly on the bottom surface of coincide floor. The beneficial effects of the utility model are that: but the deviation of effective control superimposed sheet elevation, the setting of superimposed sheet tongue -and -groove do benefit to the template inlays in between the board seam, the difficult production mould that rises, the material can be sparingly had enough to meet the need, production efficiency is improved.
Description
Technical field
The utility model belongs to building operations instrument, particularly relates to a kind of superimposed sheet tool-type and hangs mould.
Background technology
Along with the development of builing industry, traditional house building pattern progressively to industrialized building mode development, realizes standardization, scale, industrialization and assembling further; Fabricated construction is the one of industrialized building, it is a kind of concrete shear wall structure be formed by connecting by monolithic by cast-in-place wall, prefabricated panel, prefabricated superimposed sheet, wherein the lifting construction of laminated floor slab is the important component part of this structural system, how laminated floor slab hoard strip supports fast and ensures that pouring quality has become the difficult problem perplexed in current fabricated construction, needs better formwork for placing supporting tool.
Summary of the invention
The purpose of this utility model proposes the technical scheme that a kind of superimposed sheet tool-type hangs mould, ensures the concrete pouring quality of laminated floor slab hoard strip.
To achieve these goals, the technical solution of the utility model is: a kind of superimposed sheet tool-type hangs mould, supports concreting at the hoard strip of laminated floor slab; Comprise formwork for placing; Described formwork for placing is lifted on the bottom surface of described laminated floor slab hoard strip by many T-shaped suspension rods, and described T-shaped suspension rod arranges along the hoard strip of laminated floor slab; T-shaped suspension rod is provided with cross bar and thread, and described thread is perpendicular to described cross bar, and cross bar is overlapped on the end face of laminated floor slab, and thread will be pressed on the bottom surface of laminated floor slab by nut through formwork for placing.
Further, seal ring is provided with at described thread through formwork for placing place.
Further, the bottom surface of laminated floor slab hoard strip is provided with tongue and groove, the width of described tongue and groove corresponds to the width of formwork for placing, and formwork for placing embeds in tongue and groove; Be provided with chock in the bottom surface of the both sides of formwork for placing, the thread of described T-shaped suspension rod compresses described chock by dead-wood, and formwork for placing is pressed on the bottom surface of laminated floor slab by chock.
Further, the cross bar of described T-shaped suspension rod is the reinforcing bar that diameter is not less than 16mm.
Further, described in adjacent two, the spacing of T-shaped suspension rod is not more than 800mm.
The beneficial effects of the utility model are: the deviation that effectively can control superimposed sheet absolute altitude, and the setting of superimposed sheet tongue and groove is beneficial to template and is embedded between plate seam, are not easy generation and rise mould; Circulation material can be saved, enhance productivity.
Below in conjunction with drawings and Examples, the utility model is described in detail.
Accompanying drawing explanation
Fig. 1 is the utility model structure chart, is side top view;
Fig. 2 is the utility model structure chart, is side-lower view;
Fig. 3 is that the utility model local splits enlarged drawing.
Detailed description of the invention
As shown in Figure 1, Figure 2, a kind of superimposed sheet tool-type hangs mould, supports concreting at the hoard strip 11 of laminated floor slab 10; Comprise formwork for placing 20; Described formwork for placing is lifted on the bottom surface of described laminated floor slab hoard strip by many T-shaped suspension rods 30, and described T-shaped suspension rod arranges along the hoard strip of laminated floor slab; T-shaped suspension rod is provided with cross bar 31 and thread 32, and described thread is perpendicular to described cross bar, and cross bar is overlapped on the end face of laminated floor slab, and thread will be pressed on the bottom surface of laminated floor slab by nut 33 through formwork for placing.
Seal ring 40 is provided with through formwork for placing place at described thread.
The bottom surface of laminated floor slab hoard strip is provided with tongue and groove 12, and the width of described tongue and groove corresponds to the width of formwork for placing, and formwork for placing embeds in tongue and groove; Be provided with chock 50 in the bottom surface of the both sides of formwork for placing, the thread of described T-shaped suspension rod compresses described chock by dead-wood 60, and formwork for placing is pressed on the bottom surface of laminated floor slab by chock.
The cross bar of described T-shaped suspension rod is the reinforcing bar that diameter is not less than 16mm.
Described in adjacent two, the spacing L of T-shaped suspension rod is not more than 800mm.
Embodiment one:
As shown in Figure 1, Figure 2, a kind of superimposed sheet tool-type hangs mould, supports concreting, be provided with connecting reinforcement 13 at hoard strip place at the hoard strip 11 of laminated floor slab 10.The bottom surface of laminated floor slab hoard strip is provided with tongue and groove 12, and tongue and groove is that 50mm is wide, 5mm is dark.
Formwork for placing 20 is provided with in the bottom surface of laminated floor slab; The width W of formwork for placing corresponds to the tongue and groove width of laminated floor slab, and formwork for placing embeds in tongue and groove.
Respectively be provided with a chock 50 in the bottom surface of the both sides of formwork for placing, be provided with dead-wood 60 in chock bottom surface.
Formwork for placing, chock, dead-wood are fixed on laminated floor slab by T-shaped suspension rod.T-shaped suspension rod has cross bar 31 and thread 32, and thread is perpendicular to described cross bar, and T-shaped suspension rod is diameter is 16mm indented bars, and the thread of T-shaped suspension rod is M14 bolt.The thread of T-shaped suspension rod is through formwork for placing and dead-wood, and compress dead-wood by wing nut 33 and chevron card 34, formwork for placing is pressed on the bottom surface of laminated floor slab by chock by dead-wood.
Formwork for placing is lifted on the bottom surface of described laminated floor slab hoard strip by many T-shaped suspension rods, and T-shaped suspension rod arranges along the hoard strip of laminated floor slab; The spacing L=600mm of T-shaped suspension rod described in adjacent two.
Spillage during in order to prevent concreting, is provided with seal ring 40 at thread through formwork for placing place.
The utility model makes simple, utilizes diameter 16mm reinforcing bar and M14 stud weld are connected into " T " font and add seal ring.
Utilization hangs mould directly and laminated floor slab drawknot, can better ensure laminated floor slab absolute altitude, occur faulting of slab ends phenomenon after avoiding concreting to complete.Superimposed sheet edges of boards tongue and groove arranges and hangs mould with the use of avoiding the mould that rises, the faulting of slab ends phenomenon that produce after conventional template installs concrete placings with tool-type, improves construction quality and the concrete impression quality of strip concrete placings.
Eliminate the operation that support system is installed, improve efficiency of construction.
Be conducive to accelerating construction progress, the construction period can be shortened significantly.
The utility model is applicable to the formwork erection construction that fabricated construction plate seam is 100 ~ 300mm.
Claims (5)
1. superimposed sheet tool-type hangs a mould, supports concreting at the hoard strip of laminated floor slab; Comprise formwork for placing; It is characterized in that, described formwork for placing is lifted on the bottom surface of described laminated floor slab hoard strip by many T-shaped suspension rods, and described T-shaped suspension rod arranges along the hoard strip of laminated floor slab; T-shaped suspension rod is provided with cross bar and thread, and described thread is perpendicular to described cross bar, and cross bar is overlapped on the end face of laminated floor slab, and formwork for placing is pressed on the bottom surface of laminated floor slab by nut through formwork for placing by thread.
2. a kind of superimposed sheet tool-type according to claim 1 hangs mould, it is characterized in that, is provided with seal ring at described thread through formwork for placing place.
3. a kind of superimposed sheet tool-type according to claim 1 hangs mould, it is characterized in that, the bottom surface of laminated floor slab hoard strip is provided with tongue and groove, and the width of described tongue and groove corresponds to the width of formwork for placing, and formwork for placing embeds in tongue and groove; Be provided with chock in the bottom surface of the both sides of formwork for placing, the thread of described T-shaped suspension rod compresses described chock by dead-wood, and formwork for placing is pressed on the bottom surface of laminated floor slab by chock.
4. a kind of superimposed sheet tool-type according to claim 1 hangs mould, it is characterized in that, the cross bar of described T-shaped suspension rod is the reinforcing bar that diameter is not less than 16mm.
5. a kind of superimposed sheet tool-type according to claim 1 hangs mould, and it is characterized in that, described in adjacent two, the spacing of T-shaped suspension rod is not more than 800mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520413727.2U CN204826619U (en) | 2015-06-16 | 2015-06-16 | Mould is hung to superimposed sheet instrument formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520413727.2U CN204826619U (en) | 2015-06-16 | 2015-06-16 | Mould is hung to superimposed sheet instrument formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826619U true CN204826619U (en) | 2015-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520413727.2U Active CN204826619U (en) | 2015-06-16 | 2015-06-16 | Mould is hung to superimposed sheet instrument formula |
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| CN (1) | CN204826619U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544970A (en) * | 2016-02-01 | 2016-05-04 | 成都市第六建筑工程公司 | Composite floor slab cast-in-place slab fixing device with bottom mold and construction method |
| CN106043943A (en) * | 2016-07-05 | 2016-10-26 | 上海建工二建集团有限公司 | Prefabricated composite slab shock absorption buffer type stacking frame and stacking method |
| CN106801511A (en) * | 2017-02-27 | 2017-06-06 | 中建八局第三建设有限公司 | A kind of super large reserved opening hanging mould structure and its construction method |
| CN106930459A (en) * | 2017-04-23 | 2017-07-07 | 江苏旺材科技有限公司 | A kind of superimposed sheet hoard strip hangs shell template |
| CN107605177A (en) * | 2017-10-27 | 2018-01-19 | 北京城建北方建设有限责任公司 | The construction method of efficient precast floor slab and its independent support frame |
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
| CN109025261A (en) * | 2018-08-17 | 2018-12-18 | 上海宝冶建筑工程有限公司 | Superimposed sheet piece matches mold device and method |
| CN109025260A (en) * | 2018-07-26 | 2018-12-18 | 中民筑友科技投资有限公司 | A kind of prefabricated floor slab back casting band joint structure and its construction method |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| CN109306758A (en) * | 2018-11-01 | 2019-02-05 | 沈阳建筑大学 | Prefabricated plate superposed type floor connector and preparation method thereof and construction method |
| CN113152763A (en) * | 2021-04-12 | 2021-07-23 | 中国十七冶集团有限公司 | Wrong platform prevention device for ZDB prestressed concrete laminated slab and use method of wrong platform prevention device |
-
2015
- 2015-06-16 CN CN201520413727.2U patent/CN204826619U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544970A (en) * | 2016-02-01 | 2016-05-04 | 成都市第六建筑工程公司 | Composite floor slab cast-in-place slab fixing device with bottom mold and construction method |
| CN106043943A (en) * | 2016-07-05 | 2016-10-26 | 上海建工二建集团有限公司 | Prefabricated composite slab shock absorption buffer type stacking frame and stacking method |
| CN106801511A (en) * | 2017-02-27 | 2017-06-06 | 中建八局第三建设有限公司 | A kind of super large reserved opening hanging mould structure and its construction method |
| CN106930459A (en) * | 2017-04-23 | 2017-07-07 | 江苏旺材科技有限公司 | A kind of superimposed sheet hoard strip hangs shell template |
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
| CN107605177A (en) * | 2017-10-27 | 2018-01-19 | 北京城建北方建设有限责任公司 | The construction method of efficient precast floor slab and its independent support frame |
| CN109025260A (en) * | 2018-07-26 | 2018-12-18 | 中民筑友科技投资有限公司 | A kind of prefabricated floor slab back casting band joint structure and its construction method |
| CN109025261A (en) * | 2018-08-17 | 2018-12-18 | 上海宝冶建筑工程有限公司 | Superimposed sheet piece matches mold device and method |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| CN109306758A (en) * | 2018-11-01 | 2019-02-05 | 沈阳建筑大学 | Prefabricated plate superposed type floor connector and preparation method thereof and construction method |
| CN113152763A (en) * | 2021-04-12 | 2021-07-23 | 中国十七冶集团有限公司 | Wrong platform prevention device for ZDB prestressed concrete laminated slab and use method of wrong platform prevention device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100009 Pei Yongli No. 3, Xicheng District, Beijing Patentee after: CHINA XINXING CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 100009 Pei Yongli No. 3, Xicheng District, Beijing Patentee before: CHINA XINXING BUILDING ENGINEERING Corp. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP03 | Change of name, title or address |
Address after: 100009 Pei Yongli No. 3, Xicheng District, Beijing Patentee after: CHINA XINXING BUILDING ENGINEERING Corp. Address before: 100079 No.9, shunbatao, dongtieying, Yongwai, Fengtai District, Beijing Patentee before: CHINA XINXING BAOXIN CONSTRUCTION Corp. |
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| CP03 | Change of name, title or address |