CN102359269A - Support structure of cast-in-place concrete beam template - Google Patents
Support structure of cast-in-place concrete beam template Download PDFInfo
- Publication number
- CN102359269A CN102359269A CN2011103043397A CN201110304339A CN102359269A CN 102359269 A CN102359269 A CN 102359269A CN 2011103043397 A CN2011103043397 A CN 2011103043397A CN 201110304339 A CN201110304339 A CN 201110304339A CN 102359269 A CN102359269 A CN 102359269A
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- stupefied
- support
- side form
- joist
- beam forms
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Abstract
The invention discloses a support structure of a cast-in-place concrete beam template, and the support structure comprises a beam template vertical support frame, a top support, a trimmer and a beam template, wherein the top support is arranged on the beam template vertical support frame, the trimmer is arranged on the top support, the beam template is arranged on the trimmer, side form outer edges of the beam template are oppositely tensioned and fixed by adopting a plurality of beam-penetrating bolt pairs, the beam-penetrating bolt pairs penetrate through gaps among side form inner edges, two ends of the beam-penetrating bolt pairs are provided with support clamping members for fixing, and the support clamping members are positioned in the gaps among the side form inner edges. The beam template vertical support frame comprises support uprights and horizontal rods, wherein the support uprights and the horizontal rods are made of steel pipes. The support structure has the advantages of simple structure, convenience in operation and good construction quality.
Description
[technical field]
The invention belongs to building engineering field, be specifically related to a kind of braced structures of cast-in-situ concrete beam forms.
[background technology]
At present, in the construction work, the template that is used for cast-in-situ concrete beam supports; The beam bottom joist adopts wood joist, and it is stupefied that wood is set on wood joist again, beam bottom board plate nail rest wood stupefied on; Stupefied stupefied or steel is stupefied or the wooden stupefied mixing of steel is used with wood inside and outside the side template, there be outer stupefied can't with joist at the bottom of the beam or wood is stupefied directly effectively connection of side template in this support system, exists mounting process complicated; Installation efficiency is low, the problem of installation quality difference.
[summary of the invention]
It is a kind of simple in structure, easy to operate that technical problem to be solved by this invention is to provide, the braced structures of the cast-in-situ concrete beam forms that construction quality is good.
A kind of braced structures of cast-in-situ concrete beam forms comprises the vertical support frame of beam forms, jacking, joist, beam forms; Wherein said jacking is arranged on the said beam forms framework, and said joist is arranged on the said jacking, and said beam forms is arranged on the said joist;
The vertical support frame of said beam forms comprises support vertical rod, horizon bar; Said support vertical rod vertically is provided with complex root, laterally is provided with two at least along beam along beam; Said horizon bar along vertical by a determining deviation in length and breadth to setting, and be connected to form integral body through fastener with said support vertical rod;
Said beam forms comprises outside beam side, beam bottom board, the side form stupefied; The compartment of terrain was provided with in the side form stupefied between said beam side and said side form were stupefied outward; The compartment of terrain is provided with in the bed die stupefied between said beam bottom board and the said joist;
The outer a plurality of beam bolt width of cloth of wearing of stupefied employing of said side form carry out drawing fixing; The said beam bolt width of cloth of wearing passes gap stupefied in the said side form; Said two ends of wearing the beam bolt width of cloth are provided with support clips and fix, and this support clips is positioned at the stupefied gap of side form;
Said support clips is " it " font, comprises clamp, Ka Tai, spike; Said spike support also is provided with a screw at the beam side lateral surface on this spike, said clamp is stuck in the outer stupefied medial surface of said side form; The said beam bolt width of cloth of wearing passes the screw on the said spike.
Further, the said external surface of wearing the beam bolt width of cloth also is arranged with sleeve pipe.
Further, the support vertical rod of said beam forms framework and horizon bar all adopt steel pipe.
The invention has the advantages that: its simple structure, reasonable science, convenient installation and operation, construction quality are controlled easily; Wear the beam bolt width of cloth to drawing the fixing support clips that adopts the band spike, structure is novel, can carry out drawing fixing to the single outer stupefied steel pipe of beam two side templates in use; Reduce the outer stupefied use amount of beam two side templates; The beam bottom joist adopts steel pipe joist and lateral arrangement, helps carrying out fastener with the outer stupefied steel pipe of beam forms and is connected, and saves the beam bottom and wears the beam bolt width of cloth; Be convenient to side template is reinforced, help improving construction concrete beam quality.
[description of drawings]
Combine embodiment that the present invention is done further description with reference to the accompanying drawings.
Fig. 1 is a front view structural representation of the present invention.
Fig. 2 is a lateral view structural representation of the present invention.
Fig. 3-1 is the jacking front view structural representation among the present invention.
Fig. 3-2 is the jacking lateral view structural representation among the present invention.
Fig. 4-the 1st, the structural representation of the support clips in central sill of the present invention left side.
Fig. 4-the 2nd, the structural representation of the support clips on central sill of the present invention right side.
Fig. 5 wears beam bolt width of cloth structural representation among the present invention.
[specific embodiment]
See also shown in Fig. 1～2, a kind of braced structures of cast-in-situ concrete beam forms comprises the vertical support frame of beam forms 100, jacking 4, joist 5, beam forms 200; Wherein jacking 4 is arranged on the beam forms framework 100, and joist 5 is arranged on the jacking 4, and beam forms 200 is arranged on the joist 5.
The vertical support frame 100 of said beam forms comprises support vertical rod 1, horizon bar 2; Support vertical rod 1 several along vertically being provided with of beam 300, laterally be provided with two at least along beam 300; Horizon bar 2 along vertical by a determining deviation in length and breadth to setting, and with support vertical rod 1 and be connected to form integral body through fastener 3.
Side form outer stupefied 10 adopts a plurality of beam bolts 11 of wearing to carry out drawing fixing; Wear beam bolt 11 and pass in the side form stupefied 9 gap; The two ends of wearing beam bolt 11 are provided with support clips 12 and fix, and this support clips 12 is positioned at the gap of side form stupefied 9.
Support vertical rod 1 and be and adopt steel pipe and along at least two of beam lateral arrangement, vertically arrange several along beam; Described horizon bar 2 is to adopt with the steel pipe of said support vertical rod 1 same diameter and along vertically forming integral body to setting and with said support vertical rod 1 through said fastener 3 snappings in length and breadth by a determining deviation.
To shown in Fig. 3-2, jacking 4 comprises screw rod 401, bolt 402, U-shaped supporting plate 403 like Fig. 3-1; Screw rod 401 inserts and supports vertical rod 1 upper end, leans on the bolt 402 of jacking 4 to be supported on support vertical rod 1 upper end, and bolt 402 can be adjusted the absolute altitude of the U-shaped supporting plate 403 of jacking 4 along the screw turn on screw rod 401 surfaces; Joist 5 also is to adopt steel pipe, is perpendicular on the U-shaped supporting plate 403 that the beam direction is shelved on described jacking 4, and stupefied 7 is that rectangle wood is stupefied in the bed die, is shelved on the described steel pipe joist 5 and arranges two at least; Beam bottom board 6 is that nail rests in the bed die on stupefied 7; Stupefied 9 is to adopt the stupefied and level of rectangle wood to being arranged in beam side 8 lateral surfaces in the side form, and stupefied 9 are provided with more than the twice at least in the said side form; Side form outer stupefied 10 is to adopt with the round steel pipe of steel pipe joist 5 same diameter and by a determining deviation vertically to be arranged in stupefied 9 lateral surfaces in the side form; The steel tube fastener 3 that outer stupefied 10 bottoms of side form are used carries out snapping with steel pipe joist 5 to be fixed, and grasps in the side form stupefiedly 9, prevents beam side 8 lower deformation and displacement; Outer stupefied 10 tops of side form adopt wear beam bolt 11 pairs draw fixing, wear beam bolt 11 two ends fixedly the time support clips 12 respectively be installed; Like Fig. 4-1 to shown in Fig. 4-2; Spike 1201 supports of support clips 12 are at beam side 8 lateral surfaces; The clamp 1202 of support clips 12 is stuck in outer stupefied 10 medial surfaces of side form, and is as shown in Figure 5, and the screw rod 1101 of wearing beam bolt 11 passes the screw 1203 on the support clips 12; Wear nut 1102 on beam bolt 11 two ends and screw in the screw 1103 of wearing beam bolt 11 two ends and screw and to fix, guarantee that side template top is indeformable not to be shifted; Wear beam bolt 11 and establish sleeve pipe 13, be convenient to wear beam bolt 11 and remove in beam section scope.According to stressed needs, can increase some roads in the middle of the side form outer stupefied 10 and wear beam bolt 11 and carry out drawing fixingly, prevent side template middle part excessive deformation.
Simple structure of the present invention, reasonable science, convenient installation and operation, construction quality are controlled easily; Wear the beam bolt width of cloth to drawing the fixing support clips that adopts the band spike, structure is novel, can carry out drawing fixing to the single outer stupefied steel pipe of beam two side templates in use; Reduce the outer stupefied use amount of beam two side templates; The beam bottom joist adopts steel pipe joist and lateral arrangement, helps carrying out fastener with the outer stupefied steel pipe of beam forms and is connected, and saves the beam bottom and wears the beam bolt width of cloth; Be convenient to side template is reinforced, help improving construction concrete beam quality.
The above is merely preferable enforcement use-case of the present invention, is not to be used to limit protection model figure of the present invention.All within spirit of the present invention and principle, any modification of being done, be equal to replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (3)
1. the braced structures of a cast-in-situ concrete beam forms comprises the vertical support frame of beam forms, jacking, joist, beam forms; Wherein said jacking is arranged on the vertical support frame of said beam forms, and said joist is arranged on the said jacking, and said beam forms is arranged on the said joist;
The vertical support frame of said beam forms comprises support vertical rod, horizon bar; Said support vertical rod vertically is provided with complex root, laterally is provided with two at least along beam along beam; Said horizon bar along vertical by a determining deviation in length and breadth to setting, and be connected to form integral body through fastener with said support vertical rod;
Said beam forms comprises outside beam side, beam bottom board, the side form stupefied; The compartment of terrain was provided with in the side form stupefied between said beam side and said side form were stupefied outward; The compartment of terrain is provided with in the bed die stupefied between said beam bottom board and the said joist;
It is characterized in that: the outer a plurality of beam bolt width of cloth of wearing of stupefied employing of said side form carry out drawing fixing; The said beam bolt width of cloth of wearing passes gap stupefied in the said side form; Said two ends of wearing the beam bolt width of cloth are provided with support clips and fix, and this support clips is positioned at the stupefied gap of side form;
Said support clips is " it " font, comprises clamp, Ka Tai, spike; Said spike support also is provided with a screw at the beam side lateral surface on this spike, said clamp is stuck in the outer stupefied medial surface of said side form; The said beam bolt width of cloth of wearing passes the screw on the said spike.
2. the braced structures of a kind of cast-in-situ concrete beam forms as claimed in claim 1 is characterized in that: the said external surface of wearing the beam bolt width of cloth also is arranged with sleeve pipe.
3. the braced structures of a kind of cast-in-situ concrete beam forms as claimed in claim 1 is characterized in that: the support vertical rod and the horizon bar of the vertical support frame of said beam forms all adopt steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110304339.7A CN102359269B (en) | 2011-09-30 | 2011-09-30 | Support structure of cast-in-place concrete beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110304339.7A CN102359269B (en) | 2011-09-30 | 2011-09-30 | Support structure of cast-in-place concrete beam template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102359269A true CN102359269A (en) | 2012-02-22 |
| CN102359269B CN102359269B (en) | 2014-08-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110304339.7A Expired - Fee Related CN102359269B (en) | 2011-09-30 | 2011-09-30 | Support structure of cast-in-place concrete beam template |
Country Status (1)
| Country | Link |
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| CN (1) | CN102359269B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234416A (en) * | 2013-06-05 | 2014-12-24 | 株式会社巨山*** | Column support structure disposed on support system |
| CN105735637A (en) * | 2014-12-11 | 2016-07-06 | 中冶天工集团有限公司 | Double-layer bracket supporting system for silo heavy beam formwork |
| CN108571165A (en) * | 2018-06-12 | 2018-09-25 | 福建工程学院 | Cast-in-place concrete contignation form bracing system |
| CN108691416A (en) * | 2018-06-21 | 2018-10-23 | 中铁建工集团有限公司 | Cast-in-place special-shaped beam plain form system with arc-shaped side edges |
| CN110485713A (en) * | 2019-09-05 | 2019-11-22 | 云南省建设投资控股集团有限公司 | Roofing eave and gutter primary concreting template reinforcing device |
| CN112761352A (en) * | 2020-12-17 | 2021-05-07 | 上海建工四建集团有限公司 | Integral formwork system and construction method thereof |
| CN114481875A (en) * | 2022-03-10 | 2022-05-13 | 衡宇建设集团有限公司 | Road and bridge culvert inner side face structure and construction process thereof |
Citations (5)
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| JPH08118337A (en) * | 1994-10-24 | 1996-05-14 | Ando Corp | Movable form for precast concrete member |
| KR20070092576A (en) * | 2006-07-18 | 2007-09-13 | (주)대성공업 | A support apparatus of building beam system |
| CN101451395A (en) * | 2008-12-25 | 2009-06-10 | 山东万鑫建设有限公司 | Thermal insulation and moisture retention construction method of beam slab formwork |
| CN101781930A (en) * | 2009-01-16 | 2010-07-21 | 沈阳市山立机械厂 | Template system |
| CN202266025U (en) * | 2011-09-30 | 2012-06-06 | 福建工程学院 | Support structure for on-site concrete beam template |
-
2011
- 2011-09-30 CN CN201110304339.7A patent/CN102359269B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08118337A (en) * | 1994-10-24 | 1996-05-14 | Ando Corp | Movable form for precast concrete member |
| KR20070092576A (en) * | 2006-07-18 | 2007-09-13 | (주)대성공업 | A support apparatus of building beam system |
| CN101451395A (en) * | 2008-12-25 | 2009-06-10 | 山东万鑫建设有限公司 | Thermal insulation and moisture retention construction method of beam slab formwork |
| CN101781930A (en) * | 2009-01-16 | 2010-07-21 | 沈阳市山立机械厂 | Template system |
| CN202266025U (en) * | 2011-09-30 | 2012-06-06 | 福建工程学院 | Support structure for on-site concrete beam template |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234416A (en) * | 2013-06-05 | 2014-12-24 | 株式会社巨山*** | Column support structure disposed on support system |
| CN104234416B (en) * | 2013-06-05 | 2016-04-27 | 株式会社巨山*** | Be arranged at the beam-slab bracing system structure of mounting system |
| CN105735637A (en) * | 2014-12-11 | 2016-07-06 | 中冶天工集团有限公司 | Double-layer bracket supporting system for silo heavy beam formwork |
| CN108571165A (en) * | 2018-06-12 | 2018-09-25 | 福建工程学院 | Cast-in-place concrete contignation form bracing system |
| CN108691416A (en) * | 2018-06-21 | 2018-10-23 | 中铁建工集团有限公司 | Cast-in-place special-shaped beam plain form system with arc-shaped side edges |
| CN110485713A (en) * | 2019-09-05 | 2019-11-22 | 云南省建设投资控股集团有限公司 | Roofing eave and gutter primary concreting template reinforcing device |
| CN110485713B (en) * | 2019-09-05 | 2024-04-30 | 云南省建设投资控股集团有限公司 | Roofing cornice and escape canal once only pour template reinforcing apparatus |
| CN112761352A (en) * | 2020-12-17 | 2021-05-07 | 上海建工四建集团有限公司 | Integral formwork system and construction method thereof |
| CN114481875A (en) * | 2022-03-10 | 2022-05-13 | 衡宇建设集团有限公司 | Road and bridge culvert inner side face structure and construction process thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102359269B (en) | 2014-08-13 |
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Granted publication date: 20140813 Termination date: 20210930 |