CN202266025U - Support structure for on-site concrete beam template - Google Patents
Support structure for on-site concrete beam template Download PDFInfo
- Publication number
- CN202266025U CN202266025U CN2011203821242U CN201120382124U CN202266025U CN 202266025 U CN202266025 U CN 202266025U CN 2011203821242 U CN2011203821242 U CN 2011203821242U CN 201120382124 U CN201120382124 U CN 201120382124U CN 202266025 U CN202266025 U CN 202266025U
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- China
- Prior art keywords
- support
- stupefied
- side form
- joist
- beam forms
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Abstract
A support structure for an on-site concrete beam template comprises a beam template vertical support framework, a jack, a support beam and the beam template, wherein the jack is arranged on the beam template vertical support framework, the support beam is positioned on the jack, and the beam template is disposed on the support beam. An outer edge of a side template of the beam template is fixed in mutually pulling mode through a plurality of beam penetrating bolts, the beam penetrating bolts penetrate through a gap of an inner edge of the side template, two ends of each beam penetrating bolt are provided with support clamp parts to be fixed, and the support clamp parts are positioned in the gap of the inner edge of the side template. The beam template vertical support framework comprises a support vertical rod and a horizontal rod, wherein the support vertical rod and the horizontal rod both adopt steel tubes. The support structure for the on-site concrete beam template is simple in structure, convenient to operate and good in construction quality.
Description
[technical field]
The utility model belongs to building engineering field, is 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]
The utility model technical problem to be solved is to provide a kind of simple in structure, easy to operate, 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 advantage of the utility model is: 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 utility model is done further to describe with reference to the accompanying drawings.
Fig. 1 is the utility model front view structural representation.
Fig. 2 is the utility model lateral view structural representation.
Fig. 3-1 is the jacking front view structural representation in the utility model.
Fig. 3-2 is the jacking lateral view structural representation in the utility model.
Fig. 4-the 1st, the structural representation of the support clips in the utility model central sill left side.
Fig. 4-the 2nd, the structural representation of the support clips on the utility model central sill right side.
Fig. 5 wears beam bolt width of cloth structural representation in the utility model.
[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.
The utility model 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.
The preferable enforcement use-case that the above is merely the utility model is not the protection model figure that is used to limit the utility model.All within the spirit and principle of the utility model, any modification of being done, be equal to replacement and improvement etc., all should be included within the protection domain of the utility model.
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 |
|---|---|---|---|
| CN2011203821242U CN202266025U (en) | 2011-09-30 | 2011-09-30 | Support structure for on-site concrete beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203821242U CN202266025U (en) | 2011-09-30 | 2011-09-30 | Support structure for on-site concrete beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202266025U true CN202266025U (en) | 2012-06-06 |
Family
ID=46156823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203821242U Withdrawn - After Issue CN202266025U (en) | 2011-09-30 | 2011-09-30 | Support structure for on-site concrete beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202266025U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359269A (en) * | 2011-09-30 | 2012-02-22 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN102733599A (en) * | 2012-06-08 | 2012-10-17 | 北京市第三建筑工程有限公司 | Fastener type steel pipe scaffold framework support applicable to steel reinforced concrete beam |
-
2011
- 2011-09-30 CN CN2011203821242U patent/CN202266025U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359269A (en) * | 2011-09-30 | 2012-02-22 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN102359269B (en) * | 2011-09-30 | 2014-08-13 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN102733599A (en) * | 2012-06-08 | 2012-10-17 | 北京市第三建筑工程有限公司 | Fastener type steel pipe scaffold framework support applicable to steel reinforced concrete beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20120606 Effective date of abandoning: 20140813 |
|
| RGAV | Abandon patent right to avoid regrant |