CN105275204A - Beam template supporting device - Google Patents
Beam template supporting device Download PDFInfo
- Publication number
- CN105275204A CN105275204A CN201510786224.4A CN201510786224A CN105275204A CN 105275204 A CN105275204 A CN 105275204A CN 201510786224 A CN201510786224 A CN 201510786224A CN 105275204 A CN105275204 A CN 105275204A
- Authority
- CN
- China
- Prior art keywords
- joist
- supporting
- beam forms
- strutting arrangement
- holder
- 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 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 210000003414 extremity Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 210000003371 toe Anatomy 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A beam template supporting device comprises a horizontally arranged supporting beam. The middle part of the lower surface of the supporting beam is provided with a vertical screw fixedly. A nut is assembled on the screw. Two ends of the supporting beam are provided with L-shaped clamping seat. The horizontal side of each clamping seat is hinged with the supporting beam through a connecting pin. A clamping seat supporting board which matches the upper surface of the supporting beam is arranged above the horizontal side of the clamping seat. A fastening lead screw which is parallel with the upper surface of the supporting beam is assembled on the vertical side of the clamping seat. The beam template supporting device has a simple structure and is an integral recyclable product. The beam template supporting device realizes labor saving, time saving and force saving in combination and detachment. The beam template supporting device is particularly suitable for supporting a cast-in-situ concrete beam template and furthermore has advantages of realizing high fastening performance for the beam template, greatly improving construction efficiency and ensuring high beam forming quality.
Description
Technical field
The present invention relates to building construction formwork to support, be specifically related to a kind of cast-in-place concrete beam template bracing or strutting arrangement.
Background technology
In cast-in-situ concrete building operations, the support of beam forms generally adopts support class to support and split bolt class supports.Support class beam forms supports the support usually using flitch or steel pipe combination mode to carry out beam two side template and beam bottom mother plate and fixes, its holder combination is shaping takes a lot of work, time-consuming, effort, efficiency of construction is low, the timber of at substantial, and because support class supports the fastening poor-performing to beam forms, mould phenomenon that easy generation is swollen, the quality of the shaping back rest is built in impact; The structure that split bolt class supports the support of opposite brackets class is simple, also better to the fastening performance of beam forms, but draws bolt to pass beam body and template, destroys the globality of beam and template, exerts an adverse impact to the performance of beam body and the globality of template.
Summary of the invention
The object of the invention is to for the problems referred to above, provide a kind of structure simple, combination and convenient disassembly, saving of labor, save time, laborsaving, good to the fastening performance of beam forms, the beam forms bracing or strutting arrangement of cast-in-situ concrete beam modeled quality can be ensured.
The technical scheme realizing above-mentioned purpose is: a kind of beam forms bracing or strutting arrangement, comprises the joist of horizontal, and the lower Middle face of this joist is fixedly installed one and perpendicularly puts screw rod, and described screw rod is equipped with nut; The two ends of described joist are respectively equipped with a L-shaped holder, the horizontal limit of described holder is hinged by connection bearing pin and described joist, be provided with on the horizontal limit of described holder and the holder support plate coordinated above described joist, the perpendicular limit of putting of described holder is equipped with the parallel fastening leading screw with described joist above.
Further, the both ends of described joist are respectively equipped with the horizontal elongated hole coordinated with described connection bearing pin, and the limit, upper hole of each horizontal elongated hole is distributed with the U-lag coordinated with described connection bearing pin.
Further, the medial extremity of described fastening leading screw is provided with.
Further, the outboard end of described fastening leading screw is provided with screw turns handle.
Further, described nut is provided with nut rotation handle.
Beam forms support device structure of the present invention is simple, for integral type reuses product, combination and dismounting saving of labor, save time, laborsaving, be specially adapted to cast-in-situ concrete beam body shuttering supporting, good to the fastening performance of beam forms, greatly can improve efficiency of construction, ensure beam modeled quality.
Accompanying drawing explanation
Fig. 1 is this beam forms bracing or strutting arrangement schematic diagram.
Fig. 2 is this beam forms bracing or strutting arrangement using state schematic diagram.
In figure: 1, joist; 2, screw rod; 3, nut; 4, holder; 5, bearing pin is connected; 6, holder support plate; 7, fastening leading screw; 8, horizontal elongated hole; 9, U-lag; 10, take over a business; 11, screw turns handle; 12, nut rotation handle; 13, supporting steel pipe.
Detailed description of the invention
By reference to the accompanying drawings the specific embodiment of the present invention is described.
As shown in Figure 1, Figure 2, this beam forms bracing or strutting arrangement comprises the joist 1 of horizontal, and this joist 1 adopts the channel-section steel that Open Side Down.Be fixedly installed one at the lower Middle face of joist 1 and perpendicular put screw rod 2, assembling nut 3 on screw rod 2.The two ends of described joist 1 are respectively equipped with a L-shaped holder 4, and the horizontal limit of each holder 4 connects bearing pin 5 respectively by one and is hinged with joist 1.As accompanying drawing embodiment, the horizontal limit of holder 4 is made up of with the holder support plate 6 being positioned at Middle face on this biside plate the pair of side plates laying respectively at joist 1 both sides, in working order, contacts cooperation below holder support plate 6 with above joist 1.The perpendicular limit of putting of holder 4 is provided with screwed hole and assembles the parallel fastening leading screw 7 with joist 1 above.When the beam forms bracing or strutting arrangement of said structure uses, screw rod 2 is inserted on the perpendicular supporting steel pipe 13 put, height is adjusted by rotating nut 3, make fully contacting with beam bottom mother plate of joist 1 above, then rotating fastening leading screw 7 respectively makes the medial extremity of two fastening leading screws 7 fully contact with relative side template respectively, namely completes and fixes the support of beam forms.
As accompanying drawing embodiment, this beam forms bracing or strutting arrangement is arranged respectively at the both ends of joist 1 and the horizontal elongated hole 8 being connected bearing pin 5 and coordinating, and the limit, upper hole of each horizontal elongated hole 8 is distributed with and the inverted U-shape groove 9 being connected bearing pin 5 and coordinating.When this beam forms bracing or strutting arrangement uses, utilize horizontal elongated hole 8 and U-lag 9 to regulate the spacing of fixing two holders 4, expand the scope of application of the relative beam width of this beam forms bracing or strutting arrangement.The beam forms bracing or strutting arrangement of this structure, when connecting bearing pin 5 and moving to the outboard end of horizontal elongated hole 8, two holders 4 can rotate and fall in joist 1 both sides, facilitate the dismounting of side template, and now joist 1 still fully contacts with beam bottom mother plate and plays a supporting role.
As accompanying drawing embodiment, the medial extremity of the fastening leading screw 7 of this beam forms bracing or strutting arrangement is provided with 10, for increasing the contact area of fastening leading screw 7 with side template, improves the matching property of fastening leading screw 7 and side template.Take over a business 10 to be applicable to being arranged to circular discs.Take over a business 10 to be fixedly connected with maybe can relatively rotate with fastening leading screw 7 and to be connected.
The outboard end of the fastening leading screw 7 of this beam forms bracing or strutting arrangement can be arranged to four directions, six square toes, or arranges dwang jack, for the rotating operation of fastening leading screw 7.Same nut 3 can adopt six square nuts, or arranges dwang jack, for the rotating operation of nut 3.As accompanying drawing embodiment, the fastening leading screw 7 of this beam forms bracing or strutting arrangement and nut 3 arrange screw turns handle 11 and nut rotation handle 12 respectively, facilitate hand operation to rotate fastening leading screw 7 and nut 3.
Claims (5)
1. a beam forms bracing or strutting arrangement, comprise the joist (1) of horizontal, the lower Middle face of this joist (1) is fixedly installed one and perpendicularly puts screw rod (2), described screw rod (2) is equipped with nut (3), it is characterized in that: the two ends of described joist (1) are respectively equipped with a L-shaped holder (4), the horizontal limit of described holder (4) is hinged with described joist (1) by connecting bearing pin (5), be provided with on the horizontal limit of described holder (4) and the holder support plate (6) coordinated above described joist (1), the perpendicular limit of putting of described holder (4) is equipped with the parallel fastening leading screw (7) with described joist (1) above.
2. beam forms bracing or strutting arrangement according to claim 1, it is characterized in that: the both ends of described joist (1) are respectively equipped with the horizontal elongated hole (8) coordinated with described connection bearing pin (5), the limit, upper hole of each horizontal elongated hole (8) is distributed with the U-lag (9) coordinated with described connection bearing pin (5).
3. beam forms bracing or strutting arrangement according to claim 1, is characterized in that: the medial extremity of described fastening leading screw (7) is provided with (10).
4. beam forms bracing or strutting arrangement according to claim 1, is characterized in that: the outboard end of described fastening leading screw (7) is provided with screw turns handle (11).
5. beam forms bracing or strutting arrangement according to claim 1, is characterized in that: described nut (3) is provided with nut rotation handle (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510786224.4A CN105275204A (en) | 2015-11-17 | 2015-11-17 | Beam template supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510786224.4A CN105275204A (en) | 2015-11-17 | 2015-11-17 | Beam template supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105275204A true CN105275204A (en) | 2016-01-27 |
Family
ID=55144954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510786224.4A Pending CN105275204A (en) | 2015-11-17 | 2015-11-17 | Beam template supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105275204A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524338A (en) * | 2017-10-02 | 2017-12-29 | 叶雨玲 | A kind of construction isolated wall plate |
| CN109457954A (en) * | 2018-12-20 | 2019-03-12 | 筑梦高科建筑有限公司 | A kind of two-way positioning supporting frame of semi-solid-state shaping |
| CN112589973A (en) * | 2021-03-01 | 2021-04-02 | 邳州力达金属结构制造有限公司 | Group-mode continuous precast beam production equipment |
| CN113279568A (en) * | 2021-06-24 | 2021-08-20 | 中建海峡建设发展有限公司 | Novel light steel plastic spraying template and supporting structure and construction method thereof |
| TWI757095B (en) * | 2021-02-09 | 2022-03-01 | 黃政輝 | Clamp for building support system |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6605240B2 (en) * | 2000-02-18 | 2003-08-12 | Symons Corporation | Over the top hinged concrete form and method of using the same |
| CN2642931Y (en) * | 2003-06-01 | 2004-09-22 | 谢家波 | Top support |
| CN201195943Y (en) * | 2008-03-27 | 2009-02-18 | 中国二十冶建设有限公司 | Wood template support clamping apparatus |
| CN201714083U (en) * | 2010-06-21 | 2011-01-19 | 中国建筑第五工程局有限公司 | Beam formwork reinforcing fixture for buildings |
| CN202380730U (en) * | 2011-12-29 | 2012-08-15 | 中建七局第三建筑有限公司 | Supporting and strengthening device for beam formworks |
| CN202731297U (en) * | 2012-08-15 | 2013-02-13 | 福建工程学院 | Adjustable beam form support jacking bracket apparatus |
| CN205116716U (en) * | 2015-11-17 | 2016-03-30 | 魏志光 | Roof beam formwork support device |
-
2015
- 2015-11-17 CN CN201510786224.4A patent/CN105275204A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6605240B2 (en) * | 2000-02-18 | 2003-08-12 | Symons Corporation | Over the top hinged concrete form and method of using the same |
| CN2642931Y (en) * | 2003-06-01 | 2004-09-22 | 谢家波 | Top support |
| CN201195943Y (en) * | 2008-03-27 | 2009-02-18 | 中国二十冶建设有限公司 | Wood template support clamping apparatus |
| CN201714083U (en) * | 2010-06-21 | 2011-01-19 | 中国建筑第五工程局有限公司 | Beam formwork reinforcing fixture for buildings |
| CN202380730U (en) * | 2011-12-29 | 2012-08-15 | 中建七局第三建筑有限公司 | Supporting and strengthening device for beam formworks |
| CN202731297U (en) * | 2012-08-15 | 2013-02-13 | 福建工程学院 | Adjustable beam form support jacking bracket apparatus |
| CN205116716U (en) * | 2015-11-17 | 2016-03-30 | 魏志光 | Roof beam formwork support device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524338A (en) * | 2017-10-02 | 2017-12-29 | 叶雨玲 | A kind of construction isolated wall plate |
| CN109457954A (en) * | 2018-12-20 | 2019-03-12 | 筑梦高科建筑有限公司 | A kind of two-way positioning supporting frame of semi-solid-state shaping |
| TWI757095B (en) * | 2021-02-09 | 2022-03-01 | 黃政輝 | Clamp for building support system |
| CN112589973A (en) * | 2021-03-01 | 2021-04-02 | 邳州力达金属结构制造有限公司 | Group-mode continuous precast beam production equipment |
| CN113279568A (en) * | 2021-06-24 | 2021-08-20 | 中建海峡建设发展有限公司 | Novel light steel plastic spraying template and supporting structure and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160127 |
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| WD01 | Invention patent application deemed withdrawn after publication |