CN2185771Y - Adjustable strut early dismounting device for casting reinforced concrete mould plate - Google Patents
Adjustable strut early dismounting device for casting reinforced concrete mould plate Download PDFInfo
- Publication number
- CN2185771Y CN2185771Y CN 93221283 CN93221283U CN2185771Y CN 2185771 Y CN2185771 Y CN 2185771Y CN 93221283 CN93221283 CN 93221283 CN 93221283 U CN93221283 U CN 93221283U CN 2185771 Y CN2185771 Y CN 2185771Y
- Authority
- CN
- China
- Prior art keywords
- supporting
- supporting seat
- plate
- supporting bar
- bar
- 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
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to a supporting tool used for building construction, in particular to an adjustable strut early-dismounting device for casting a reinforced concrete mould plate. The lower end of a supporting bar provided with external threads is inserted into the vertical hollow cylinder of a supporting seat, and the supporting bar is supported on the upper end surface of the supporting seat through the threaded hole of the supporting bar and a lower handlebar matched with the lower end of the supporting bar. The upper end of the supporting bar is provided with an adjusting plate provided with a longitudinal key groove, the center hole of the adjusting plate is in the slid fit with a key on the supporting seat, and the adjusting plate is supported by the threaded hole and an upper handlebar matched with the upper end of the supporting bar; furthermore, the top of the supporting bar is provided with a crown plate, two symmetrical concave circular arcs arranged on the adjusting plate respectively support two transverse supporting pipes, the consumption of materials is reduced, and the speed of construction progress is accelerated.
Description
The utility model relates to a kind of architectural supporting tool, especially refers to a kind of adjustable supports early-dismantling device that waters concrete beam plate.
At present, usually in the construction work, to water the concrete beam plate formwork be directly to withstand on the keel with supporting, top of keel is laid template, need reach more than 70% of design strength after concrete is built, and behind the needs that satisfy the upper structural layer construction, can remove support and template; Construction like this, need 10-14 days time during 20 ℃ of average temperature, therefore, floor and beam formwork need drop into a large amount of template (generally account for whole engineering and drop into form cost 70 left and right sides %), could guarantee that construction normally do not carry out off and on, causing construction take material too much, infusion of financial resources is excessive.
In view of this, the purpose of this utility model is that a kind of concrete form adjustable supports early-dismantling device that waters will be provided, and can allow water concrete form and dismantle in advance, quickens the template turnover and uses.
The purpose of this utility model is achieved in that it comprises supporting seat, support bar, following handgrip, last handgrip is adjusted plate and horizontal stay pipe, on bar, insert in the vertical empty tube of supporting seat with externally threaded support bar lower end, and the following handgrip that matches with the support bar lower end with its screwed hole is supported in the supporting seat upper surface, be provided with the centre bore of the vertical keyway of band and the adjustment plate that the key on the supporting seat is slidingly matched at post upper, and adjust plate with the last handgrip support that its screwed hole matches with post upper, and adjust plate with the last handgrip support that its screwed hole matches with post upper, in addition, supporting bar top has top board, supports two horizontal stay pipes respectively and adjust two concave arcs that have symmetry on the plate.
Owing to adopt such scheme: reduce material consumption, quicken programming, reduce engineering cost.
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 example structure schematic diagram of the present utility model.
Among the figure: 1, supporting seat, 2, support bar, 21, top board, 22, key, 3, handgrip down, 4, adjust plate, 41, concave arc, 5, go up handgrip, 6, horizontal stay pipe.
Present embodiment is made of supporting seat 1, support bar 2, time handgrip 3, adjustment plate 4, last handgrip 5 and horizontal stay pipe 6.
Supporting seat 1 is to constitute with a base plate and the vertically empty tube of opening.
Support bar 2 is to be with externally threaded straight-bar, and the top has top board 21.
Following handgrip 3 is both wings handgrips with threaded hole, cooperates with the lower end external screw thread of support bar 2 with its screwed hole, adjust top board 21 to the crossbeam concrete plate bottom surface height that requires, and following handgrip 3 lower surfaces is supported in the upper surface of supporting seat 1.
There are two concave arcs 41 at the center of adjusting plate 4, and support two horizontal stay pipe 6(steel pipe or round logs respectively for the centre bore of the vertical keyway of band and key 22 upper and lower being slidingly matched of support bar 2 upper ends in the both sides of symmetry).
Last handgrip 5 is both wings handgrips with threaded hole, cooperate with the upper external screw thread of its screwed hole with support bar 2, adjusting horizontal stay pipe 6 tops supports keel to putting absolute altitude, on keel (reinforcing bar keel or channel-section steel or rough ground), put template (light-duty punching block or steel framework Bamboo Formwork or steel frame plywood formwork), on template, tie up reinforcing bar and beat concrete.When the concrete of building reaches design strength about 50%, because concrete has had certain coagulability, be that rotatable left-hand seat falls 5, template, keel are fallen thereupon, and only keeping top board 21, to withstand the crossbeam concrete motionless, and the concrete of building still keeps curdled appearance, construction needs to get final product in 3-5 days stripping during 20 ℃ of average temperature, improved 3 times than traditional method for supporting number of turnover, in addition, the mutual spacing of this adjustable supports is selected for use between 90-130 centimetre and is advisable.
Claims (1)
1, a kind of concrete form adjustable supports early-dismantling device that waters, it is characterized in that: it comprises supporting seat, support bar, following handgrip, last handgrip is adjusted plate and horizontal stay pipe, on bar, insert in the vertical empty tube of supporting seat with externally threaded support bar lower end, and the following handgrip that matches with the support bar lower end with its screwed hole is supported in the supporting seat upper surface, be provided with the centre bore of the vertical keyway of band and the adjustment plate that the key on the supporting seat is slidingly matched at post upper, and adjust plate with the last handgrip support that its screwed hole matches with post upper, in addition, supporting bar top has top board, supports two horizontal stay pipes respectively and adjust two concave arcs that have symmetry on the plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93221283 CN2185771Y (en) | 1993-08-13 | 1993-08-13 | Adjustable strut early dismounting device for casting reinforced concrete mould plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93221283 CN2185771Y (en) | 1993-08-13 | 1993-08-13 | Adjustable strut early dismounting device for casting reinforced concrete mould plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2185771Y true CN2185771Y (en) | 1994-12-21 |
Family
ID=33800180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93221283 Expired - Fee Related CN2185771Y (en) | 1993-08-13 | 1993-08-13 | Adjustable strut early dismounting device for casting reinforced concrete mould plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2185771Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121314A (en) * | 2010-12-31 | 2011-07-13 | 李万山 | Beam-slab framework early removal construction method |
| CN102653991A (en) * | 2012-02-28 | 2012-09-05 | 中建三局建设工程股份有限公司 | Raised type turnable concrete bearing part with template function and construction method thereof |
| CN104196264A (en) * | 2014-08-21 | 2014-12-10 | 四川金锋建设有限公司 | Panel supporter |
| CN104234418A (en) * | 2013-12-06 | 2014-12-24 | 绍兴文理学院 | Early removal formwork for fabrication of reinforced concrete beams and construction method thereof |
| CN108952216A (en) * | 2018-09-04 | 2018-12-07 | 安吉铭盛建设工程有限公司 | A kind of form for construction engineering support device |
| CN110094049A (en) * | 2019-05-06 | 2019-08-06 | 安徽企服工程技术有限公司 | Support is quickly early torn in a kind of architectural engineering open |
| CN113638597A (en) * | 2021-10-13 | 2021-11-12 | 江苏文泰节能新材料有限公司 | Building floor protection device |
-
1993
- 1993-08-13 CN CN 93221283 patent/CN2185771Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121314A (en) * | 2010-12-31 | 2011-07-13 | 李万山 | Beam-slab framework early removal construction method |
| CN102121314B (en) * | 2010-12-31 | 2012-12-05 | 李万山 | Construction method for early disassembling beam-slab framework |
| CN102653991A (en) * | 2012-02-28 | 2012-09-05 | 中建三局建设工程股份有限公司 | Raised type turnable concrete bearing part with template function and construction method thereof |
| CN102653991B (en) * | 2012-02-28 | 2014-11-12 | 中建三局建设工程股份有限公司 | Raised type turnable concrete bearing part with template function and construction method thereof |
| CN104234418A (en) * | 2013-12-06 | 2014-12-24 | 绍兴文理学院 | Early removal formwork for fabrication of reinforced concrete beams and construction method thereof |
| CN104196264A (en) * | 2014-08-21 | 2014-12-10 | 四川金锋建设有限公司 | Panel supporter |
| CN108952216A (en) * | 2018-09-04 | 2018-12-07 | 安吉铭盛建设工程有限公司 | A kind of form for construction engineering support device |
| CN110094049A (en) * | 2019-05-06 | 2019-08-06 | 安徽企服工程技术有限公司 | Support is quickly early torn in a kind of architectural engineering open |
| CN113638597A (en) * | 2021-10-13 | 2021-11-12 | 江苏文泰节能新材料有限公司 | Building floor protection device |
| CN113638597B (en) * | 2021-10-13 | 2021-12-24 | 江苏文泰节能新材料有限公司 | Building floor protection device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |