CN104047295A - Adjustable cast-in-situ foundation template supporting device - Google Patents
Adjustable cast-in-situ foundation template supporting device Download PDFInfo
- Publication number
- CN104047295A CN104047295A CN201410254285.1A CN201410254285A CN104047295A CN 104047295 A CN104047295 A CN 104047295A CN 201410254285 A CN201410254285 A CN 201410254285A CN 104047295 A CN104047295 A CN 104047295A
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- CN
- China
- Prior art keywords
- adjustable cast
- gripper shoe
- strutting arrangement
- foundation forms
- leading screw
- 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.)
- Pending
Links
- 238000011065 in-situ storage Methods 0.000 title abstract 4
- 238000010276 construction Methods 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 4
- 239000002023 wood Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides an adjustable cast-in-situ foundation template supporting device, which is characterized in that the adjustable cast-in-situ foundation template supporting device comprises an inner telescopic rod, an outer telescopic rod, a lead screw, a supporting plate, a lead screw spanner, a supporting rod base and a telescopic fixing hole, wherein the outer telescopic rod sleeves the inner telescopic rod, one end of the outer telescopic rod is connected with the supporting rod base, one end of the lead screw is connected with the inner telescopic rod through a lead screw nut, the other end of the lead screw is connected with the supporting plate, and the telescopic fixing hole is formed in the outer telescopic rod. The adjustable cast-in-situ foundation template supporting device has the advantages that the fixed foundation template is more stable and not easy to deform; the operation is simple and convenient, and the working efficiency is improved; repeated use can be realized, wood can be saved, and environment protection and capital saving are realized.
Description
Technical field
The present invention relates to work transmission line build field of tool, particularly a kind of adjustable cast-in-place foundation forms bracing or strutting arrangement.
Background technology
In the foundation construction of building at work transmission line at present, when base concrete is built, template is generally all used the lumps of wood or the round log supporter as template, and this supporter, because length cannot be adjusted, cannot reuse, and has increased construction cost; Constructing operation complexity, time and effort consuming, waste resource; The lumps of wood or round log support accuracy are low, and poor reliability is yielding after making moist, and usually can occur, because support force is inadequate, to cause template deformation, affect foundation construction quality.
Summary of the invention
The object of the invention is, for ensureing that foundation forms can be more firm after supporting, to avoid causing distortion, spy provides a kind of adjustable cast-in-place foundation forms bracing or strutting arrangement.
The invention provides a kind of adjustable cast-in-place foundation forms bracing or strutting arrangement, it is characterized in that: described adjustable cast-in-place foundation forms bracing or strutting arrangement, comprises interior expansion link 1, external extension bar 2, leading screw 3, gripper shoe 4, leading screw spanner 5, support bar base 6, Telescopic Fixed hole 7;
Wherein: external extension bar 2 is enclosed within the outside of interior expansion link 1, one end of external extension bar 2 is connected with support bar base 6; One end of leading screw 3 is connected with interior expansion link 1 by feed screw nut, and the other end of leading screw 3 is connected with gripper shoe 4, is furnished with Telescopic Fixed hole 7 on external extension bar 2.
Described support bar base 6 is slabbed construction, above vertical welding with the little plate of through hole.
Described gripper shoe 4 comprises two kinds of structures for flat die plate and Angle formwork.
The described gripper shoe 4 for flat die plate is slabbed construction, is installed with the little plate with through hole above.
The described gripper shoe 4 for Angle formwork is a plate, and middle folding state in 90 °, is fixedly connected with the little plate with through hole above.
Adopt the cold bundle steel of high-performance, reach corrosion-resistant firm not modification; Length can be adjusted by telescopic shaft and adjustable screw mandrel, can adapt to any size; Two ends are fixed by base for supporting and gripper shoe and foundation ditch and template, install easy to adjust; This device is light and handy, flexible, is convenient to transport, stores.
Advantage of the present invention:
Adjustable cast-in-place foundation forms bracing or strutting arrangement of the present invention, make foundation forms fixing after more firmly, not yielding; Simple to operation, can increase work efficiency; Can repeatedly use, can save timber, realize environmental protection, economize on the use of funds.
Brief description of the drawings
Below in conjunction with drawings and the embodiments, the present invention is further detailed explanation:
Fig. 1 is adjustable cast-in-place foundation forms support device structure schematic diagram;
Fig. 2 is support bar understructure schematic diagram;
Fig. 3 is flat die plate gripper shoe schematic diagram;
Fig. 4 is Angle formwork gripper shoe schematic diagram.
Detailed description of the invention
Embodiment 1
The present embodiment provides a kind of adjustable cast-in-place foundation forms bracing or strutting arrangement, it is characterized in that: described adjustable cast-in-place foundation forms bracing or strutting arrangement, comprises interior expansion link 1, external extension bar 2, leading screw 3, gripper shoe 4, leading screw spanner 5, support bar base 6, Telescopic Fixed hole 7;
Wherein: external extension bar 2 is enclosed within the outside of interior expansion link 1, one end of external extension bar 2 is connected with support bar base 6; One end of leading screw 3 is connected with interior expansion link 1 by feed screw nut, and the other end of leading screw 3 is connected with gripper shoe 4, is furnished with Telescopic Fixed hole 7 on external extension bar 2.
Described support bar base 6 is slabbed construction, above vertical welding with the little plate of through hole.
Described gripper shoe 4 is the structure for flat die plate.
The described gripper shoe 4 for flat die plate is slabbed construction, is installed with the little plate with through hole above.
Adopt the cold bundle steel of high-performance, reach corrosion-resistant firm not modification; Length can be adjusted by telescopic shaft and adjustable screw mandrel, can adapt to any size; Two ends are fixed by base for supporting and gripper shoe and foundation ditch and template, install easy to adjust; This device is light and handy, flexible, is convenient to transport, stores.
Embodiment 2
The present embodiment provides a kind of adjustable cast-in-place foundation forms bracing or strutting arrangement, it is characterized in that: described adjustable cast-in-place foundation forms bracing or strutting arrangement, comprises interior expansion link 1, external extension bar 2, leading screw 3, gripper shoe 4, leading screw spanner 5, support bar base 6, Telescopic Fixed hole 7;
Wherein: external extension bar 2 is enclosed within the outside of interior expansion link 1, one end of external extension bar 2 is connected with support bar base 6; One end of leading screw 3 is connected with interior expansion link 1 by feed screw nut, and the other end of leading screw 3 is connected with gripper shoe 4, is furnished with Telescopic Fixed hole 7 on external extension bar 2.
Described support bar base 6 is slabbed construction, above vertical welding with the little plate of through hole.
Described gripper shoe 4 is the structure for Angle formwork.
The described gripper shoe 4 for Angle formwork is a plate, and middle folding state in 90 °, is fixedly connected with the little plate with through hole above.
Adopt the cold bundle steel of high-performance, reach corrosion-resistant firm not modification; Length can be adjusted by telescopic shaft and adjustable screw mandrel, can adapt to any size; Two ends are fixed by base for supporting and gripper shoe and foundation ditch and template, install easy to adjust; This device is light and handy, flexible, is convenient to transport, stores.
Claims (5)
1. an adjustable cast-in-place foundation forms bracing or strutting arrangement, it is characterized in that: described adjustable cast-in-place foundation forms bracing or strutting arrangement, comprise interior expansion link (1), external extension bar (2), leading screw (3), gripper shoe (4), leading screw spanner (5), support bar base (6), Telescopic Fixed hole (7);
Wherein: external extension bar (2) is enclosed within the outside of interior expansion link (1), one end of external extension bar (2) is connected with support bar base (6); One end of leading screw (3) is connected with interior expansion link (1) by feed screw nut, the other end of leading screw (3) is connected with gripper shoe (4), is furnished with Telescopic Fixed hole (7) on external extension bar (2).
2. according to adjustable cast-in-place foundation forms bracing or strutting arrangement claimed in claim 1, it is characterized in that: described support bar base (6) is for slabbed construction, above vertical welding with the little plate of through hole.
3. according to adjustable cast-in-place foundation forms bracing or strutting arrangement claimed in claim 1, it is characterized in that: described gripper shoe (4) comprises two kinds of structures for flat die plate and Angle formwork.
4. according to adjustable cast-in-place foundation forms bracing or strutting arrangement claimed in claim 3, it is characterized in that: the described gripper shoe for flat die plate (4) is slabbed construction, is installed with the little plate with through hole above.
5. according to adjustable cast-in-place foundation forms bracing or strutting arrangement claimed in claim 3, it is characterized in that: the described gripper shoe for Angle formwork (4) is a plate, middle folding state in 90 °, is fixedly connected with the little plate with through hole above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410254285.1A CN104047295A (en) | 2014-06-10 | 2014-06-10 | Adjustable cast-in-situ foundation template supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410254285.1A CN104047295A (en) | 2014-06-10 | 2014-06-10 | Adjustable cast-in-situ foundation template supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104047295A true CN104047295A (en) | 2014-09-17 |
Family
ID=51500666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410254285.1A Pending CN104047295A (en) | 2014-06-10 | 2014-06-10 | Adjustable cast-in-situ foundation template supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104047295A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405040A (en) * | 2014-11-06 | 2015-03-11 | 安徽鸿路钢结构(集团)股份有限公司 | Combined steel member finely adjustable in height |
| CN105672363A (en) * | 2016-04-07 | 2016-06-15 | 王吉淼 | Construction process of cast-in-place cover plate, and telescopic steel pipe, dismounting device and bracket used in construction process of cast-in-place cover plate |
| CN106284398A (en) * | 2016-08-30 | 2017-01-04 | 国网山东省电力公司滨州市滨城区供电公司 | A kind of inserted type tower foundation waters molding jig and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2231293Y (en) * | 1995-08-30 | 1996-07-17 | 黄焙雄 | Extention support pile |
| JPH11241504A (en) * | 1998-02-24 | 1999-09-07 | Doraafutaito Kogyo Kk | Form support device |
| CN201003287Y (en) * | 2007-01-09 | 2008-01-09 | 中建八局第一建设有限公司 | Template support frame |
| CN201065653Y (en) * | 2007-07-20 | 2008-05-28 | 廖炎 | Extension length adjustable support device |
| CN203475784U (en) * | 2013-08-19 | 2014-03-12 | 重庆建工第九建设有限公司 | Ceiling auxiliary supporting frame |
| CN203866855U (en) * | 2014-06-10 | 2014-10-08 | 国家电网公司 | Adjustable supporting device for cast-in-place foundation formwork |
-
2014
- 2014-06-10 CN CN201410254285.1A patent/CN104047295A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2231293Y (en) * | 1995-08-30 | 1996-07-17 | 黄焙雄 | Extention support pile |
| JPH11241504A (en) * | 1998-02-24 | 1999-09-07 | Doraafutaito Kogyo Kk | Form support device |
| CN201003287Y (en) * | 2007-01-09 | 2008-01-09 | 中建八局第一建设有限公司 | Template support frame |
| CN201065653Y (en) * | 2007-07-20 | 2008-05-28 | 廖炎 | Extension length adjustable support device |
| CN203475784U (en) * | 2013-08-19 | 2014-03-12 | 重庆建工第九建设有限公司 | Ceiling auxiliary supporting frame |
| CN203866855U (en) * | 2014-06-10 | 2014-10-08 | 国家电网公司 | Adjustable supporting device for cast-in-place foundation formwork |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405040A (en) * | 2014-11-06 | 2015-03-11 | 安徽鸿路钢结构(集团)股份有限公司 | Combined steel member finely adjustable in height |
| CN105672363A (en) * | 2016-04-07 | 2016-06-15 | 王吉淼 | Construction process of cast-in-place cover plate, and telescopic steel pipe, dismounting device and bracket used in construction process of cast-in-place cover plate |
| CN105672363B (en) * | 2016-04-07 | 2017-12-12 | 王吉淼 | Cast-in-place cover plate construction technology and the scalable steel pipe used, remove device and bracket |
| CN106284398A (en) * | 2016-08-30 | 2017-01-04 | 国网山东省电力公司滨州市滨城区供电公司 | A kind of inserted type tower foundation waters molding jig and construction method |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140917 |