CN202731297U - Adjustable beam form support jacking bracket apparatus - Google Patents
Adjustable beam form support jacking bracket apparatus Download PDFInfo
- Publication number
- CN202731297U CN202731297U CN 201220404603 CN201220404603U CN202731297U CN 202731297 U CN202731297 U CN 202731297U CN 201220404603 CN201220404603 CN 201220404603 CN 201220404603 U CN201220404603 U CN 201220404603U CN 202731297 U CN202731297 U CN 202731297U
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- Prior art keywords
- carriage
- jacking
- anchor clamps
- stiffener
- screw rod
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Abstract
The utility model provides an adjustable beam form support jacking bracket apparatus which comprises a jacking, a first adjusting screw nut, a bracket and two fixture, wherein the first adjusting screw nut is screwed on one threaded rod of the jacking; the jacking is connected with the grooved bracket, and a plurality of first through holes are disposed in two sides of the jacking and matched with two bolts; a first vertical rod, a first horizontal rod and a first diagonal rod are connected end to end to form the right triangular fixtures, two first horizontal rods of the fixtures are embedded into the groove of the jacking, and the two first vertical rods are disposed to be face to face; each fixture is internally provided with two second horizontal rods, and a second diagonal rod is disposed between the two horizontal rods and between the first horizontal rod and one second horizontal rod respectively. The adjustable beam form support jacking bracket apparatus is suitable to the supports of concrete beams of different section heights and widths, and is high in rigidity and strong in carrying capacity.
Description
[technical field]
The utility model relates to a kind of adjustable beam forms support jacking rack device.
[background technology]
In the existing building engineering construction, in the concrete beam mould board support system, normally put two row's supported rod erectings at the concrete beam base fabric, insert traditional adjustable jack at supported rod erecting, it is stupefied to shelve vertical wood along the concrete beam length direction on adjustable jack, arrange at a certain distance again that on vertical wood is stupefied laterally wood is stupefied, at laterally wooden stupefied laying concrete beam soffit formwork, then at two side templates of the both sides of concrete beam soffit formwork mounting rail, again two side templates of concrete beam carried out bracing reinforcement, this supporting way needs a lot wooden stupefied, supported rod erecting, adjustable jack, and construction is inconvenient; Existing adjustable jack versatility is poor in addition, generally needs the adjustable jack of differing heights for the concrete beam of different section height.
[summary of the invention]
The technical problems to be solved in the utility model is to provide a kind of adjustable beam forms support jacking rack device, and applicable to the support of the concrete beam of different section height, width, and rigidity is large, bearing capacity is strong.
The utility model is achieved in that
A kind of adjustable beam forms support jacking rack device, described jacking rack device comprises a jacking, one first adjusting nut, a carriage and two anchor clamps, described the first adjusting nut spiral shell is contained on the screw rod of jacking; Described jacking links to each other with carriage, and described carriage is a fluted body carriage, and the both sides of described carriage are equipped with plural the first through hole, and described the first through hole matches with two latches; Each described anchor clamps is encircled into right angle triangle anchor clamps by one first montant, the first horizon bar and the first brace, and 2 first horizon bars of described two anchor clamps embed respectively in the groove of carriage, and 2 first montants are oppositely arranged; Also be horizontally set with 2 second horizon bars in each described anchor clamps, between described 2 second horizon bars, be respectively equipped with one second brace between the first horizon bar and the second horizon bar, and 2 second braces towards identical with the first brace.
Further, described jacking also comprises a rest and at least two first stiffeners, described rest is fixedly installed on the screw rod top, each described first stiffener is a right angle triangle stiffener, and two adjacent right-angle sides of the first stiffener are welded and fixed mutually with the bottom surface of described screw rod and rest respectively; The bottom portion of groove center of described carriage is equipped with one second through hole; The bottom of described carriage is provided with a short steel pipes, and described short steel pipes is arranged on the below of the second through hole, described carriage also comprises at least two second stiffeners, each described second stiffener is a right angle triangle stiffener, and two adjacent right-angle sides of the second stiffener are welded and fixed mutually with the bottom surface of described short steel pipes and carriage respectively; The screw rod of described jacking wears into described short steel pipes from the second through hole, and is contained in the second adjusting nut of 1 on the screw rod by spiral shell and positions.
Further, described carriage two ends respectively arrange one and move close to somebody's ear, and each described latch links to each other with corresponding moving close to somebody's ear by a chain respectively.
The utility model has the advantage of:
Two anchor clamps embed in the groove of carriage, and can move horizontally along the carriage groove, regulate the distance between 2 first montants of two anchor clamps, can be applicable to the concrete beam soffit formwork of various different in width sections and the support of side template; The both sides of described carriage are equipped with plural the first through hole, and described the first through hole matches with two latches, are used for carrying out spacing to two anchor clamps;
The two adjacent right-angle sides of each first stiffener are welded and fixed mutually with the bottom surface of described screw rod and rest respectively, can strengthen rigidity and the bearing capacity of rest; The two adjacent right-angle sides of each second stiffener are welded and fixed mutually with the bottom surface of described short steel pipes and carriage respectively, can strengthen rigidity and the bearing capacity of carriage;
The two ends of described joist respectively arrange one and move close to somebody's ear, and each described latch links to each other with corresponding moving close to somebody's ear by a chain respectively, can prevent that latch from losing;
The screw rod of described jacking wears into described short steel pipes from the second through hole, and cooperate with the second adjusting nut that is arranged on screw rod upper end, rest on the adjusting jacking stretches out the height of carriage, therefore, the utility model is applicable to the shuttering supporting of the concrete beam of various different section height, be specially adapted to profile height below the 900mm, the shuttering supporting of the concrete beam of width below 350mm;
In a word, the utility model peace form removal is convenient, reduces that wood is stupefied, the consumption of steel pipe support vertical rod, fastener, and the beam bottom mother plate brace is stupefied to be stupefied along vertical wood of beam length direction layout, and the beam bottom mother plate nail is solid in the stupefied formation integral body of vertical wood, and rigidity is large, reasonable stress has good versatility.
[description of drawings]
In conjunction with the embodiments the utility model is further described with reference to the accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of jacking of the present utility model.
Fig. 3 is the structural representation of carriage of the present utility model.
Fig. 4 is the top view of carriage of the present utility model.
Fig. 5 is embodiment one of the present utility model.
Fig. 6 is embodiment two of the present utility model.
[specific embodiment]
See also shown in Fig. 1 ~ 6, embodiment of the present utility model is described in detail.
Shown in Fig. 1 ~ 4, a kind of adjustable beam forms support jacking rack device that the utility model is related, described jacking rack device comprises a jacking 1, one first adjusting nut 21, a carriage 3 and two anchor clamps 4, and described the first adjusting nut 21 spiral shells are contained on the screw rod 11 of jacking 1; Described jacking 1 links to each other with carriage 3, and described carriage 3 is a fluted body carriage, and the both sides of described carriage 3 are equipped with plural the first through hole 31, and described the first through hole 31 matches with two latches 5; Each described anchor clamps 4 is encircled into right angle triangle anchor clamps by one first montant 41, the first horizon bar 42 and the first brace 43, and 2 first horizon bars 42 of described two anchor clamps 4 embed respectively in the groove 32 of carriage 3, and 2 first montants 41 are oppositely arranged; Also be horizontally set with 2 second horizon bars 44 in each described anchor clamps 4, between described 2 second horizon bars 44, be respectively equipped with one second brace 45 between the first horizon bar 42 and the second horizon bar 44, and 2 second braces 45 towards identical with the first brace 43.
Described jacking 1 also comprises a rest 12 and at least two first stiffeners 13, described rest 12 is fixedly installed on screw rod 11 tops, each described first stiffener 13 is a right angle triangle stiffener, and two adjacent right-angle sides of the first stiffener 11 are welded and fixed mutually with the bottom surface of described screw rod 11 and rest 12 respectively, can strengthen rigidity and the bearing capacity of rest 12; The center, groove 32 bottoms of described carriage 3 is equipped with one second through hole 33; The bottom of described carriage 3 is provided with a short steel pipes 34, and described short steel pipes 34 is arranged on the below of the second through hole 33, described carriage 3 also comprises at least two second stiffeners 35, each described second stiffener 35 is a right angle triangle stiffener, and two adjacent right-angle sides of the second stiffener 35 are welded and fixed mutually with the bottom surface of described short steel pipes 34 and carriage 3 respectively, can strengthen rigidity and the bearing capacity of carriage 3; The screw rod 11 of described jacking 1 wears into described short steel pipes 34 from the second through hole 33, and one second adjusting nut 22 that is contained on the screw rod 11 by spiral shell positions.
Described carriage 3 two ends respectively arrange one and move close to somebody's ear 36, and each described latch 5 36 links to each other with corresponding moving close to somebody's ear by a chain (not shown) respectively, can prevent that latch 5 from losing.
Emphasis consults 5, and shown in Figure 5 is embodiment one of the present utility model; When the utility model uses, screw rod 11 is inserted in the steel tube poles 10 of brace summer soffit formwork, the first adjusting nut 21 is stuck in steel tube poles 10 tops, by rotating the first adjusting nut 21 screw rod 11 is moved up and down, rest 12 is adjusted to required height, the second adjusting nut 22 of rotary bracket 3 belows makes carriage 3 be moved upward to the extreme higher position, then master stupefied 6 at the bottom of carriage 3 is laid longitudinal beams, lay beam bottom mother plate 20 and mounting rail side template 30 main stupefied 6, according to stupefied 8 width of beam side rail, adjust the distance between two anchor clamps 4, simultaneously two latches 5 are inserted respectively in first through hole 31 of appropriate location, the first montant 41 outside of corresponding anchor clamps 4, carry out spacing to two anchor clamps 4, prevent that two anchor clamps 4 outwards are shifted, squeeze into pulling out wood point 9 in two anchor clamps 4 and the gap between the corresponding beam side rail stupefied 8, side template 30 is clamped, to to pulling out wood point 9 nails on beam side wood stupefied 8, prevent pulling out sharp 9 loose or dislocations of wood with the iron nail (not shown).
Consult again Fig. 6, Figure 6 shows that embodiment two of the present utility model; When the profile height of concrete beam hour, with screw rod 11 insert the steel tube poles 10 of brace summer soffit formworks ' in, the first adjusting nut 21 is stuck in steel tube poles 10 ' top, by rotating the first adjusting nut 21 screw rod 11 is moved up and down, rest 12 is adjusted to required height, the second adjusting nut 22 of rotary bracket 3 belows, make carriage 3 be moved down into the position of requirement, on rest 12, lay first transverse beam soffit formwork master stupefied 6 ', the beam bottom mother plate master stupefied 6 ' re-lay vertically time stupefied 7 ', inferior stupefied 7 ' lay beam bottom mother plate 20 ' and mounting rail side template 30 ', according to the stupefied 8 ' width of beam side rail, adjust the distance between two anchor clamps 4, simultaneously two latches 5 are inserted in first through hole 31 of appropriate location, the first montant 41 outside of corresponding anchor clamps 4, carry out spacing to two anchor clamps 4 respectively, prevent that two anchor clamps 4 outwards are shifted, anchor clamps 4 and corresponding beam side rail stupefied 8 ' between the gap squeeze into to pull out wood point 9 ', with side template 30 ' clamping, with the iron nail (not shown) will to pull out wood point 9 ' nail beam side wood stupefied 8 ' on, prevent pulling out wood point 9 ' loose or dislocation.
Two anchor clamps 4 of the present utility model embed in the groove 32 of carriage 3, and can move horizontally along carriage 3 grooves 32, regulate the distance of 41 of 2 first montants of two anchor clamps 4, can be applicable to the concrete beam soffit formwork of various different in width sections and the support of side template; The both sides of described carriage 3 are equipped with plural the first through hole 31, and described the first through hole 31 matches with two latches 5, are used for carrying out spacing to two anchor clamps 4;
The screw rod 11 of described jacking 1 wears into described short steel pipes 34 from the second through hole 33, and cooperate with the second adjusting nut 22 that is arranged on screw rod 11 upper ends, rest 12 on the adjusting jacking 1 stretches out the height of carriage 3, therefore, the utility model is applicable to the shuttering supporting of the concrete beam of various different section height, be specially adapted to profile height below the 900mm, the shuttering supporting of the concrete beam of width below 350mm;
In a word, the utility model peace form removal is convenient, reduces that wood is stupefied, the consumption of steel pipe support vertical rod, fastener, and the beam bottom mother plate brace is stupefied to be stupefied along vertical wood of beam length direction layout, and the beam bottom mother plate nail is solid in the stupefied formation integral body of vertical wood, and rigidity is large, reasonable stress has good versatility.
Although more than described the specific embodiment of the present utility model; but being familiar with those skilled in the art is to be understood that; our described specific embodiment is illustrative; rather than for the restriction to scope of the present utility model; those of ordinary skill in the art are in modification and the variation of the equivalence of doing according to spirit of the present utility model, all should be encompassed in the scope that claim of the present utility model protects.
Claims (3)
1. adjustable beam forms support jacking rack device, it is characterized in that: described jacking rack device comprises a jacking, one first adjusting nut, a carriage and two anchor clamps, described the first adjusting nut spiral shell is contained on the screw rod of jacking; Described jacking links to each other with carriage, and described carriage is a fluted body carriage, and the both sides of described carriage are equipped with plural the first through hole, and described the first through hole matches with two latches; Each described anchor clamps is encircled into right angle triangle anchor clamps by one first montant, the first horizon bar and the first brace, and 2 first horizon bars of described two anchor clamps embed respectively in the groove of carriage, and 2 first montants are oppositely arranged; Also be horizontally set with 2 second horizon bars in each described anchor clamps, between described 2 second horizon bars, be respectively equipped with one second brace between the first horizon bar and the second horizon bar, and 2 second braces towards identical with the first brace.
2. a kind of adjustable beam forms support jacking rack device as claimed in claim 1, it is characterized in that: described jacking also comprises a rest and at least two first stiffeners, described rest is fixedly installed on the screw rod top, each described first stiffener is a right angle triangle stiffener, and two adjacent right-angle sides of the first stiffener are welded and fixed mutually with the bottom surface of described screw rod and rest respectively; The bottom portion of groove center of described carriage is equipped with one second through hole; The bottom of described carriage is provided with a short steel pipes, and described short steel pipes is arranged on the below of the second through hole, described carriage also comprises at least two second stiffeners, each described second stiffener is a right angle triangle stiffener, and two adjacent right-angle sides of the second stiffener are welded and fixed mutually with the bottom surface of described short steel pipes and carriage respectively; The screw rod of described jacking wears into described short steel pipes from the second through hole, and is contained in the second adjusting nut of 1 on the screw rod by spiral shell and positions.
3. a kind of adjustable beam forms support jacking rack device as claimed in claim 1 or 2, it is characterized in that: described carriage two ends respectively arrange one and move close to somebody's ear, and each described latch links to each other with corresponding moving close to somebody's ear by a chain respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220404603 CN202731297U (en) | 2012-08-15 | 2012-08-15 | Adjustable beam form support jacking bracket apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220404603 CN202731297U (en) | 2012-08-15 | 2012-08-15 | Adjustable beam form support jacking bracket apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202731297U true CN202731297U (en) | 2013-02-13 |
Family
ID=47657009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220404603 Expired - Lifetime CN202731297U (en) | 2012-08-15 | 2012-08-15 | Adjustable beam form support jacking bracket apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202731297U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103331811A (en) * | 2013-06-20 | 2013-10-02 | 许金锔 | Triangular clamping device for concrete formwork |
| CN105275204A (en) * | 2015-11-17 | 2016-01-27 | 魏志光 | Beam template supporting device |
| CN106121222A (en) * | 2016-08-16 | 2016-11-16 | 山东天齐置业集团股份有限公司 | Mold method at the bottom of a kind of adjusting beam end template support means and beam |
| CN107386642A (en) * | 2017-09-19 | 2017-11-24 | 北京卓良模板有限公司 | A kind of adjustable beam fixture of specification |
| CN107795125A (en) * | 2017-11-28 | 2018-03-13 | 广州市快易模板工程有限公司 | A kind of construction package supported for beam forms with reinforcing connection |
| CN107842195A (en) * | 2017-11-28 | 2018-03-27 | 广州市快易模板工程有限公司 | A kind of beam forms bracing reinforcement system |
| CN107989366A (en) * | 2018-01-16 | 2018-05-04 | 广州市快易模板工程有限公司 | One kind is used for beam form board supporting structure component |
| CN107989364A (en) * | 2018-01-16 | 2018-05-04 | 广州市快易模板工程有限公司 | A kind of strip Quick Release support system for beam |
| CN108571163A (en) * | 2017-03-09 | 2018-09-25 | 天津城建大学 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
| CN109914791A (en) * | 2019-03-26 | 2019-06-21 | 中国五冶集团有限公司 | A kind of beam bottom mother plate support device |
| CN114439821A (en) * | 2021-02-09 | 2022-05-06 | 黄政辉 | Clamp for building support system |
| CN115126231A (en) * | 2022-06-23 | 2022-09-30 | 苏州二建建筑集团有限公司 | Adjustable beam chassis buckled formwork support and construction method thereof |
| CN115233977A (en) * | 2022-07-28 | 2022-10-25 | 广东腾越建筑工程有限公司 | Quick-dismantling support frame for beam |
-
2012
- 2012-08-15 CN CN 201220404603 patent/CN202731297U/en not_active Expired - Lifetime
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103331811A (en) * | 2013-06-20 | 2013-10-02 | 许金锔 | Triangular clamping device for concrete formwork |
| CN105275204A (en) * | 2015-11-17 | 2016-01-27 | 魏志光 | Beam template supporting device |
| CN106121222A (en) * | 2016-08-16 | 2016-11-16 | 山东天齐置业集团股份有限公司 | Mold method at the bottom of a kind of adjusting beam end template support means and beam |
| CN106121222B (en) * | 2016-08-16 | 2019-04-26 | 山东天齐置业集团股份有限公司 | A kind of adjusting beam bed die plate supporting device and beam bottom mold method |
| CN108571163A (en) * | 2017-03-09 | 2018-09-25 | 天津城建大学 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
| CN107386642A (en) * | 2017-09-19 | 2017-11-24 | 北京卓良模板有限公司 | A kind of adjustable beam fixture of specification |
| CN107842195A (en) * | 2017-11-28 | 2018-03-27 | 广州市快易模板工程有限公司 | A kind of beam forms bracing reinforcement system |
| CN107795125A (en) * | 2017-11-28 | 2018-03-13 | 广州市快易模板工程有限公司 | A kind of construction package supported for beam forms with reinforcing connection |
| CN107842195B (en) * | 2017-11-28 | 2024-04-16 | 广州市快易模板工程有限公司 | Beam formwork support reinforcing system |
| CN107795125B (en) * | 2017-11-28 | 2024-04-12 | 广州市快易模板工程有限公司 | A structural component for beam form supports and consolidates and be connected |
| CN107989366A (en) * | 2018-01-16 | 2018-05-04 | 广州市快易模板工程有限公司 | One kind is used for beam form board supporting structure component |
| CN107989364A (en) * | 2018-01-16 | 2018-05-04 | 广州市快易模板工程有限公司 | A kind of strip Quick Release support system for beam |
| CN107989366B (en) * | 2018-01-16 | 2024-04-12 | 广州市快易模板工程有限公司 | Be used for beam form bearing structure subassembly |
| CN107989364B (en) * | 2018-01-16 | 2024-04-16 | 广州市快易模板工程有限公司 | Strip-shaped quick-release supporting system for beam |
| CN109914791A (en) * | 2019-03-26 | 2019-06-21 | 中国五冶集团有限公司 | A kind of beam bottom mother plate support device |
| CN109914791B (en) * | 2019-03-26 | 2023-10-13 | 中国五冶集团有限公司 | Beam bottom formwork support device |
| CN114439821B (en) * | 2021-02-09 | 2024-02-13 | 黄政辉 | Clamp for building support system |
| CN114439821A (en) * | 2021-02-09 | 2022-05-06 | 黄政辉 | Clamp for building support system |
| CN115126231A (en) * | 2022-06-23 | 2022-09-30 | 苏州二建建筑集团有限公司 | Adjustable beam chassis buckled formwork support and construction method thereof |
| CN115233977A (en) * | 2022-07-28 | 2022-10-25 | 广东腾越建筑工程有限公司 | Quick-dismantling support frame for beam |
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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: 350000, Fujian, Fuzhou province Minhou County town street, Fuzhou District, the new campus of the School Road Co-patentee after: FUJIAN YIJIAN GROUP CO.,LTD. Patentee after: FUJIAN University OF TECHNOLOGY Address before: 350000, Fujian, Fuzhou province Minhou County town street, Fuzhou District, the new campus of the School Road Co-patentee before: Fujian the First Building Engineering Co. Patentee before: Fujian University of Technology |
|
| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130213 |
|
| CX01 | Expiry of patent term |