CN203626251U - Double-layered concrete wall formwork support structure - Google Patents
Double-layered concrete wall formwork support structure Download PDFInfo
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- CN203626251U CN203626251U CN201320698742.7U CN201320698742U CN203626251U CN 203626251 U CN203626251 U CN 203626251U CN 201320698742 U CN201320698742 U CN 201320698742U CN 203626251 U CN203626251 U CN 203626251U
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- support bar
- strut
- short support
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- concrete wall
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Abstract
The utility model relates to a wall formwork support structure, in particular to a double-layered concrete wall formwork support structure which comprises a long support rod, a short support rod and a base, wherein at least one of lower ends of the long support rod and the short support rod is glidingly connected with the base, connecting parts used for being connected with a longitudinal beam arranged on a formwork are arranged at the upper ends of the long support rod and the short support rod, at least one connecting part is adjustably connected with the longitudinal beam, and both the long support rod and the short support rod adopt a telescopic structure. With adoption of the technical scheme, the double-layered concrete wall formwork support structure can meet requirements of concrete wall formworks with different heights and has the characteristics of stable support and convenience in adjustment.
Description
Technical field
The utility model relates to a kind of wall mould braced structures, is specifically related to a kind of double layer concrete wall form braced structures.
Background technology
At present, in construction work, for the shuttering supporting of cast-in-place concrete wall, generally adopt steel pipe to add the combination that metal button member connects flitch, the problem of its existence be assembled and building amount large, waste time and energy, timber loss is serious, efficiency of construction is low, cost is high.And the template support surface evenness forming is not good enough makes troubles to the laying of template, causes the Forming Quality of concrete wall poor simultaneously.
Along with the multiple design in building construction process needs, concrete blinding can be built the body of wall that meets design requirement by the increase of height, construction level is higher, the height phase strain that concreting rises layer is large, the power that its template is born there are differences in vertical direction, therefore, traditional demand that only depends on mode that a strong point supports template can not meet high template, therefore, be badly in need of a kind of can be according to the variation of template height and carry out the formwork support structure suitably regulating to the strong point.
Utility model content
The purpose of this utility model is to provide a kind of demand of the concrete wall template that can meet differing heights, has supporting & stablizing and regulates double layer concrete wall form braced structures easily.
To achieve these goals, the utility model provides a kind of double layer concrete wall form braced structures, comprise the strut of drawing money on credit, short support bar, base, wherein, at least one is connected the lower end of described long strut and described short support bar with described base sliding, the described strut of drawing money on credit is equipped with the connector for being connected set longeron in template with the upper end of described short support bar, adjustable connection between connector and described longeron described at least one, described in draw money on credit strut and described short support bar be telescopic structure.
Adopt the double layer concrete wall form braced structures of technique scheme to have following advantage: 1,, owing to adopting double layer support structure, strong point increase in the axial direction can meet the demand of high template; 2, because the strut of drawing money on credit is equipped with the connector for being connected set longeron in template with on short support bar, this connector can be realized respectively lift adjustment, the strut of simultaneously drawing money on credit has at least one to be connected with base sliding with the lower end of short support bar, by adjusting the position relationship between two support bars to the inside and outside movement of draw money on credit strut and end support bar lower end respectively, desirable Support Position is parallel to each other for draw money on credit strut and short support bar, and this structure can guarantee the steadiness to high shuttering supporting; 3, owing to adopting telescopic structure, by the adjustment combined connecting component of the length to support bar and the adjustment of support bar lower end, make it can adapt to the wall mould of differing heights.
As preferred version, consider the adjustability that the strut of drawing money on credit, short support bar are connected with base, the draw money on credit convenience of horizontal level relation between strut and short support bar of adjustment, described in the draw money on credit lower end of strut be fixedly connected with described base, the lower end of described short support bar is connected with described base sliding.
As preferred version, consider the adjustability of draw money on credit strut lower end and short support bar lower end relative position, described base is provided with chute, the lower end of described short support bar is provided with the slide block being slidably matched with described chute, described base is provided with jack, and the push rod of described jack is fixedly connected with described slide block.
As preferred version, consider the adjustability of draw money on credit strut and short support bar length, described strut and the described short support bar of drawing money on credit includes inner tube and outer tube, described inner tube is provided with adjustment hole with coordinating on described outer tube, described in draw money on credit on strut and described short support bar and be equipped with the adjustment pin through described adjustment hole.
As preferred version, for the tensile force of guarantee to draw money on credit strut and short support bar, described in draw money on credit upper end or the lower end of strut and described short support bar be also provided with trimming piece.
As preferred version, consider the validity that tensile force is regulated, described trimming piece comprises the screwed pipe that is provided with reverse internal thread, the two ends of described screwed pipe are connected with respectively the screw rod coordinating with it.
Accompanying drawing explanation
Fig. 1 is the perspective view of the utility model double layer concrete wall form braced structures embodiment;
Fig. 2 is the side-looking structural representation of the utility model double layer concrete wall form braced structures embodiment;
Wherein: the strut 1 of drawing money on credit; Short support bar 2; Slide block 21; Base 3; Chute 31; Template 4; Longeron 5; Connector 6; Jack 7; Push rod 71; Adjustment hole 8; Inner tube 81; Outer tube 82; Adjustment pin 9; Trimming piece 10.
the specific embodiment
Below in conjunction with drawings and Examples, technical solutions of the utility model are further illustrated:
As shown in Figure 1 to Figure 2, the utility model provides a kind of double layer concrete wall form braced structures, comprise the strut 1 of drawing money on credit, short support bar 2, base 3, wherein, the lower end of long strut 1 and short support bar 2 at least one and base 3 are slidably connected, the strut 1 of drawing money on credit is equipped with the connector 6 for being connected set longeron 5 in template 4 with the upper end of short support bar 2, and adjustable connection between at least one connector 6 and longeron 5, the strut 1 of drawing money on credit is telescopic structure with short support bar 2.In addition, consider the adjustability that the strut 1 of drawing money on credit, short support bar 2 are connected with base 3, the draw money on credit convenience of horizontal level relation between strut 1 and short support bar 2 of adjustment, the lower end of the strut 1 of drawing money on credit is fixedly connected with base 3, and the lower end of short support bar 2 and base 3 are slidably connected.Consider the adjustability of draw money on credit strut 1 lower end and short support bar 2 lower end relative positions, base 3 is provided with chute 31, the lower end of short support bar 2 is provided with the slide block 21 being slidably matched with chute 31, base 3 is provided with jack 7, this jack 7 is screw jack, and the push rod 71 of screw jack is fixedly connected with slide block 21.The adjustability of considering draw money on credit strut 1 and short support bar 2 length, the strut 1 of drawing money on credit includes inner tube and outer tube with short support bar 2, and inner tube 81 is provided with adjustment hole 8 with coordinating on outer tube 82, on draw money on credit strut 1 and short support bar 2, is equipped with the adjustment pin 9 through adjustment hole 8.For the tensile force of guarantee to draw money on credit strut 1 and short support bar 2, the strut 1 of drawing money on credit is also provided with trimming piece 10 with upper end or the lower end of short support bar 2.Consider the validity that tensile force is regulated, trimming piece 10 comprises the screwed pipe that is provided with reverse internal thread, and the two ends of screwed pipe are connected with respectively the screw rod coordinating with it.
The draw money on credit lower end of strut 1 and the lower end of short support bar 2 is all slidably connected with base 3, base 3 is provided with chute, the draw money on credit lower end of strut 1 and the lower end of short support bar 2 is equipped with the slide block being slidably matched with chute 31, base 3 is provided with jack 7, this jack 7 is screw jack, and the push rod 71 of screw jack is fixedly connected with slide block 21.
The lower end of short support bar 2 is fixedly connected with base 3, lower end and the base 3 of strut 1 of drawing money on credit is slidably connected, base 3 is provided with chute 31, the draw money on credit lower end of strut 1 is provided with the slide block being slidably matched with chute 31, base 3 is provided with jack 7, this jack 7 is screw jack, and the push rod 71 of screw jack is fixedly connected with slide block 21.
Install and regulating step, first adjust the strong point in support bar and template 4, and connector 6 is done to lifting moving, be adjusted to suitable position and the two is fixed, the length of support bar is adjusted according to the distance on the strong point and ground, be snapped in different adjustment hole 8 by adjustment pin 9 and realize the adjustment to support bar length, inside and outside mobile adjustment to support bar lower end afterwards, promote the set slide block in support bar lower end 21 in the interior movement of chute 31 of being located on base 3 by the push rod 71 of jack 7, moving to appropriate location is fixed, adjust the firm support that can realize template 4 by three times, finally by the adjusting to trimming piece 10, further strengthen the tension effects of support bar.
Above-described is only preferred embodiment of the present utility model; should be understood that; for a person skilled in the art; do not departing under the prerequisite of the utility model structure; can also make some distortion and improvement; these also should be considered as protection domain of the present utility model, and these can not affect effect and practical applicability that the utility model is implemented.
Claims (6)
1. a double layer concrete wall form braced structures, comprise the strut of drawing money on credit, short support bar, base, it is characterized in that: at least one is connected the lower end of described long strut and described short support bar with described base sliding, the described strut of drawing money on credit is equipped with the connector for being connected set longeron in template with the upper end of described short support bar, adjustable connection between connector and described longeron described at least one, described in draw money on credit strut and described short support bar be telescopic structure.
2. double layer concrete wall form braced structures according to claim 1, is characterized in that: described in the draw money on credit lower end of strut be fixedly connected with described base, the lower end of described short support bar is connected with described base sliding.
3. double layer concrete wall form braced structures according to claim 2, it is characterized in that: described base is provided with chute, the lower end of described short support bar is provided with the slide block being slidably matched with described chute, described base is provided with jack, and the push rod of described jack is fixedly connected with described slide block.
4. double layer concrete wall form braced structures according to claim 3, it is characterized in that: described in draw money on credit strut and described short support bar include inner tube and outer tube, described inner tube is provided with adjustment hole with coordinating on described outer tube, described in draw money on credit on strut and described short support bar and be equipped with the adjustment pin through described adjustment hole.
5. according to the double layer concrete wall form braced structures described in claim 1 or 4, it is characterized in that: described in draw money on credit upper end or the lower end of strut and described short support bar be also provided with trimming piece.
6. double layer concrete wall form braced structures according to claim 5, is characterized in that: described trimming piece comprises the screwed pipe that is provided with reverse internal thread, and the two ends of described screwed pipe are connected with respectively the screw rod coordinating with it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320698742.7U CN203626251U (en) | 2013-11-07 | 2013-11-07 | Double-layered concrete wall formwork support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320698742.7U CN203626251U (en) | 2013-11-07 | 2013-11-07 | Double-layered concrete wall formwork support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203626251U true CN203626251U (en) | 2014-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320698742.7U Expired - Fee Related CN203626251U (en) | 2013-11-07 | 2013-11-07 | Double-layered concrete wall formwork support structure |
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| CN (1) | CN203626251U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912235A (en) * | 2015-06-15 | 2015-09-16 | 包永刚 | Formwork supporting structure of dismounting-free external wall formwork |
| CN105003091A (en) * | 2015-07-22 | 2015-10-28 | 山东明达建筑科技有限公司 | Sway brace for prefabricated buildings |
| CN105019670A (en) * | 2015-04-20 | 2015-11-04 | 中国十七冶集团有限公司 | Position-adjusting device for precast concrete wall panel |
| CN105730938A (en) * | 2016-04-28 | 2016-07-06 | 中国五冶集团有限公司 | Support-reliable environment-protection box structure for construction site |
| CN105775508A (en) * | 2016-04-28 | 2016-07-20 | 中国五冶集团有限公司 | High-stability trash can suitable for construction sites |
| CN105857990A (en) * | 2016-04-28 | 2016-08-17 | 中国五冶集团有限公司 | Stable and reliable environment-friendly dustbin |
| CN108086698A (en) * | 2016-11-22 | 2018-05-29 | 吴方华 | Levelling device and application method are fixed in a kind of prefabricated components installation |
| CN108952215A (en) * | 2018-07-27 | 2018-12-07 | 徽都建设有限公司 | A kind of formwork support structure of concrete cast-in-situ construction |
| CN109083408A (en) * | 2018-08-17 | 2018-12-25 | 庐江荣睿建设工程有限公司 | A kind of shear wall pours device for fixing module and construction method |
| CN110056207A (en) * | 2019-05-21 | 2019-07-26 | 江苏省苏中建设集团股份有限公司 | A kind of Full-automatic aluminum template bracing device |
| CN110184883A (en) * | 2019-04-09 | 2019-08-30 | 杨洁 | A kind of novel road engineering template support device |
-
2013
- 2013-11-07 CN CN201320698742.7U patent/CN203626251U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019670A (en) * | 2015-04-20 | 2015-11-04 | 中国十七冶集团有限公司 | Position-adjusting device for precast concrete wall panel |
| CN104912235B (en) * | 2015-06-15 | 2017-03-08 | 包永刚 | Exempt to tear open the formwork erecting structure of outer wall template |
| CN104912235A (en) * | 2015-06-15 | 2015-09-16 | 包永刚 | Formwork supporting structure of dismounting-free external wall formwork |
| CN105003091A (en) * | 2015-07-22 | 2015-10-28 | 山东明达建筑科技有限公司 | Sway brace for prefabricated buildings |
| CN105730938A (en) * | 2016-04-28 | 2016-07-06 | 中国五冶集团有限公司 | Support-reliable environment-protection box structure for construction site |
| CN105857990A (en) * | 2016-04-28 | 2016-08-17 | 中国五冶集团有限公司 | Stable and reliable environment-friendly dustbin |
| CN105775508A (en) * | 2016-04-28 | 2016-07-20 | 中国五冶集团有限公司 | High-stability trash can suitable for construction sites |
| CN105857990B (en) * | 2016-04-28 | 2017-11-03 | 中国五冶集团有限公司 | A kind of reliable and stable environmental-protection box |
| CN108086698A (en) * | 2016-11-22 | 2018-05-29 | 吴方华 | Levelling device and application method are fixed in a kind of prefabricated components installation |
| CN108952215A (en) * | 2018-07-27 | 2018-12-07 | 徽都建设有限公司 | A kind of formwork support structure of concrete cast-in-situ construction |
| CN109083408A (en) * | 2018-08-17 | 2018-12-25 | 庐江荣睿建设工程有限公司 | A kind of shear wall pours device for fixing module and construction method |
| CN110184883A (en) * | 2019-04-09 | 2019-08-30 | 杨洁 | A kind of novel road engineering template support device |
| CN110056207A (en) * | 2019-05-21 | 2019-07-26 | 江苏省苏中建设集团股份有限公司 | A kind of Full-automatic aluminum template bracing device |
| CN110056207B (en) * | 2019-05-21 | 2021-04-20 | 江苏省苏中建设集团股份有限公司 | Full-automatic aluminum mould board bracing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140604 Termination date: 20191107 |
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| CF01 | Termination of patent right due to non-payment of annual fee |