CN2937343Y - Cross-brace system of concrete convernient shuttering - Google Patents
Cross-brace system of concrete convernient shuttering Download PDFInfo
- Publication number
- CN2937343Y CN2937343Y CN 200620106718 CN200620106718U CN2937343Y CN 2937343 Y CN2937343 Y CN 2937343Y CN 200620106718 CN200620106718 CN 200620106718 CN 200620106718 U CN200620106718 U CN 200620106718U CN 2937343 Y CN2937343 Y CN 2937343Y
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- CN
- China
- Prior art keywords
- template
- clamping element
- reinforcing bar
- flitch
- support system
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- 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.)
- Expired - Fee Related
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Abstract
This utility model relates to a concrete convenient template strut rail system mainly including a left template and a template. The left template is provided with a group of template precast holes and the right template is provided with a set of right temple precast holes. The left template precast holes and the right template precast are corresponding to each other. Steel reinforcement penetrates each left template precast hole and each right template precast. A three-in-one clamping element is connected with one end of the steel reinforcement. A first flitch is fixedly pressed between the three-in-one clamping element and the left template. The other end of the steel reinforcement is connected with a clamping element through which a second flitch is fixedly pressed between the three-in-one clamping element and the right template. A breakdown slot is arranged on the steel reinforcement near the left template and the right template. The beneficial effects of the utility model are: 1 easy and quick installation; 2 material and time saving; 3 convenient and quick demoulding and the steel reinforcement left in concrete increasing the intensity of the wall body; 4 uniform force of each clamping spot guaranteeing the quality of concrete pouring.
Description
Technical field
The utility model belongs to concrete field, is a kind of concrete portable template support system.
Background technology
Traditional concrete casting is to adopt the template fixation, and left template and right template be with reinforcing bar or plank fixed support, and then placing of concrete in the cavity that forms of turn left template and right template, after waiting to parch, removes the fixedly securing member of usefulness again.The deficiency of its structure and construction technology is: 1, need a large amount of support member and securing member; 2, working hour expense needs a large amount of time to carry out manual installation and dismounting support member and securing member, installs and the dismantle processes complexity; 3, the discontinuity of each clamping point influences the quality of concrete casting, causes the out-of-flatness of concrete wall surface; 4, the template loss is big, can't use repeatedly.
The utility model content
The utility model provides a kind of concrete portable template support system at the shortcoming of above-mentioned prior art.
The utility model solves the technical scheme that its technical problem adopts: this concrete portable template support system, mainly comprise left template and right template, have one group of left side template pre-manufactured hole on the described left template, have one group of right template pre-manufactured hole on right template, left template pre-manufactured hole and right template pre-manufactured hole are corresponding one by one mutually; Reinforcing bar runs through each left template pre-manufactured hole and right template pre-manufactured hole, and an end of reinforcing bar is connected with three-in-one clamping element, by three-in-one clamping element first flitch is pressed to be fixed between three-in-one clamping element and the left template; The other end of reinforcing bar is connected with clamping element, by clamping element second flitch is pressed to be fixed between clamping element and the right template, and the reinforcing bar of close left template and right template is provided with snap slot.
Three-in-one clamping element described in the utility model mainly comprises horizontal clamping element, support and pedestal, support is fixedlyed connected with pedestal, be provided with first flitch between support on the pedestal and the left template, be connected with on the support and be the horizontal clamping element that is slidingly matched with it, laterally clamping element is provided with pilot hole, the gathering sill that one end of reinforcing bar passes on the pedestal is connected in the pilot hole, and pilot hole is the wedge shape setting along the reinforcing bar length direction.
Clamping element described in the utility model is provided with the clamping element pilot hole, and the other end of reinforcing bar passes second flitch and is connected in the clamping element pilot hole, and the clamping element pilot hole is the wedge shape setting along the reinforcing bar length direction.
Second flitch described in the utility model comprises perpendicular flitch and beam side, has the pre-manufactured hole that matches with the reinforcing bar size in perpendicular flitch and the beam side, and the head size at its diameter and reinforcing bar two ends adapts.
Left template described in the utility model is erect setting with right template and is fixedlyed connected with the initial flitch of bottom.
Reinforcing bar described in the utility model is provided with two locating rings and two plastics stopples, and an end of a stopple is pressed on the locating ring, and the other end is compressed by left template; One end of another stopple is pressed on the locating ring, and the other end is compressed by right template.
The cross sectional shape of stopple described in the utility model is conical or other shapes, be used to increase and template between contact area, play the effect of pad.
Reinforcing bar described in the utility model middle part is provided with the flattening section more than at least two, and the best is to adopt two sections to flatten section, and two flattening sections are vertically staggered along flattening direction, increase frictional force when reinforcing bar twists off.
The effect that the utility model is useful is: 1, owing to adopted three-in-one clamping element and clamping element, install simple and easy, quick; 2, owing to saved a large amount of support members and securing member, so material-saving, saving working hour; 3,, be convenient in demoulding, quick and reinforcing bar stays the intensity that has increased body of wall in concrete owing on reinforcing bar, be provided with snap slot; 4, the stressed of each clamping point evenly guaranteed the quality of concrete casting, makes the smooth smooth of concrete wall surface; 5, the template loss is little, can use repeatedly.
Description of drawings
Fig. 1 is a main TV structure schematic diagram of the present utility model;
Fig. 2 is a plan structure schematic diagram of the present utility model;
Fig. 3 is the structural representation of looking up of the present utility model;
Fig. 4 is a left TV structure schematic diagram of the present utility model;
Fig. 5 is a right TV structure schematic diagram of the present utility model;
Fig. 6 is the backsight structural representation of three-in-one clamping element part of the present utility model;
Description of reference numerals: left template 1, left template pre-manufactured hole 1-1, right template 2, right template pre-manufactured hole 2-1, reinforcing bar 3 flattens section 3-1, locating ring 3-2, snap slot 3-3, three-in-one clamping element 4, horizontal clamping element 4-1, pilot hole 4-1-1, support 4-2, pedestal 4-3, gathering sill 4-3-1, first flitch 5, clamping element 6, clamping element pilot hole 6-1, perpendicular flitch 7, stopple 8, beam side 9, pre-manufactured hole 10.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples:
As shown in the figure, this concrete portable template support system mainly comprises left template 1 and right template 2, and left template 1 is erect setting with right template 2 and fixedlyed connected with the initial flitch of bottom.Have one group of left side template pre-manufactured hole 1-1 on the described left template 1, have one group of right template pre-manufactured hole 2-1 on right template 2, left template pre-manufactured hole 1-1 and right template pre-manufactured hole 2-1 are corresponding one by one mutually; Reinforcing bar 3 runs through each left template pre-manufactured hole 1-1 and right template pre-manufactured hole 2-1, and an end of reinforcing bar 3 is connected with three-in-one clamping element 4, by three-in-one clamping element 4 first flitch 5 is pressed to be fixed between three-in-one clamping element 4 and the left template 1; The other end of reinforcing bar 3 is connected with clamping element 6, by clamping element 6 second flitch is pressed to be fixed between clamping element 6 and the right template 2, and the reinforcing bar 3 of close left template 1 and right template 2 is provided with snap slot 3-3.
Described three-in-one clamping element 4 mainly comprises horizontal clamping element 4-1, support 4-2 and pedestal 4-3, support 4-2 is fixedlyed connected with pedestal 4-3, be provided with first flitch 5 between support 4-2 on the pedestal 4-3 and the left template 1, be connected with on the support 4-2 and be the horizontal clamping element 4-1 that is slidingly matched with it, laterally clamping element 4-1 is provided with pilot hole 4-1-1, the gathering sill 4-3-1 that one end of reinforcing bar 3 passes on the pedestal 4-3 is connected among the pilot hole 4-1-1, and pilot hole 4 1-1 are the wedge shape setting along reinforcing bar 3 length directions.
Described clamping element 6 is provided with clamping element pilot hole 6-1, the other end of reinforcing bar 3 passes second flitch and is connected among the clamping element pilot hole 6-1, clamping element pilot hole 6-1 is the wedge shape setting along reinforcing bar 3 length directions, the second above-mentioned flitch comprises perpendicular flitch 7 and beam side 9, have the pre-manufactured hole 10 that matches with reinforcing bar 3 sizes in perpendicular flitch 7 and the beam side 9, the head size at its diameter and reinforcing bar two ends adapts.
Described reinforcing bar 3 is provided with the end that two locating ring 3-2 and two face shapes be 8, one stopples 8 of conical plastics stopple and is pressed on the locating ring 3-2, and the other end is compressed by left template 1; One end of another stopple 8 is pressed on the locating ring 3-2, and the other end is compressed by right template 2.
Described reinforcing bar 3 middle parts are provided with two and flatten section 3-1, and two flattening section 3-1 are vertically staggered along flattening direction, increase frictional force when reinforcing bar twists off.
The construction technology of this concrete portable template support system described in the utility model mainly comprises the steps:
1, on left template 1 in accordance with regulations size positions bore left template pre-manufactured hole 1-1;
2, at the concrete footing line with the initial flitch of concrete nail setting (38mm*89mm is commonly called as 2 " * 4 ");
3, left template 1 is erect, through being inverted simple and easy being supported on the fixing initial flitch;
4, stull reinforcing bar 3 is passed left template pre-manufactured hole 1-1;
5, hang up the three-in-one clamping element 4 and first flitch 5, the gathering sill 4-3-1 that one end of reinforcing bar 3 passes on the pedestal 4-3 is connected among the pilot hole 4-1-1, first flitch 5 is placed between the support 4-2 and left template 1 on the pedestal 4-3, manually tighten horizontal clamping element 4-1, repeat then to be provided with, up to whole completions;
6, the horizontal clamping element 4-1 that pounds with a hammer, because pilot hole 4-1-1 is the wedge shape setting along reinforcing bar 3 length directions, therefore just first flitch, 5 bandings are fixed between three-in-one clamping element 4 and the left template 1;
7, use with the fixing right template 2 of quadrat method, stull reinforcing bar 3 passes corresponding right template pre-manufactured hole 2-1, passes the pre-manufactured hole 10 that has in perpendicular flitch 7 and the beam side 9 then, is connected among the clamping element pilot hole 6-1; Because clamping element pilot hole 6-1 is the wedge shape setting along reinforcing bar 3 length directions, the clamping element 6 that pounds with a hammer will erect flitch 7 and beam side 9 and press and be fixed between clamping element 6 and the right template 2;
8,, finish the molded work of whole walls according to above step;
9, the placing of concrete in the cavity that template and right template form of turning left, after waiting to parch, pound with a hammer horizontal clamping element 4-1 and clamping element 6 take off flitch, knock reinforcing bar 3 then it is fractureed at snap slot 3-3 place, the aperture that stopple 8 is formed with cement is mended flat getting final product at last.
Claims (9)
1, a kind of concrete portable template support system, mainly comprise left template (1) and right template (2), it is characterized in that: have one group of left side template pre-manufactured hole (1-1) on the described left template (1), have one group of right template pre-manufactured hole (2-1) on right template (2), left template pre-manufactured hole (1-1) and right template pre-manufactured hole (2-1) are corresponding one by one mutually; Reinforcing bar (3) runs through each left template pre-manufactured hole (1-1) and right template pre-manufactured hole (2-1), one end of reinforcing bar (3) is connected with three-in-one clamping element (4), by three-in-one clamping element (4) first flitch (5) is pressed to be fixed between three-in-one clamping element (4) and the left template (1); The other end of reinforcing bar (3) is connected with clamping element (6), by clamping element (6) second flitch is pressed to be fixed between clamping element (6) and the right template (2), and the reinforcing bar (3) of close left template (1) and right template (2) is provided with snap slot (3-3).
2, concrete portable template support system according to claim 1, it is characterized in that: described three-in-one clamping element (4) mainly comprises horizontal clamping element (4-1), support (4-2) and pedestal (4-3), support (4-2) is fixedlyed connected with pedestal (4-3), be provided with first flitch (5) between support (4-2) on the pedestal (4-3) and the left template (1), be connected with on the support (4-2) and be the horizontal clamping element (4-1) that is slidingly matched with it, laterally clamping element (4-1) is provided with pilot hole (4-1-1), the gathering sill (4-3-1) that one end of reinforcing bar (3) passes on the pedestal (4-3) is connected in the pilot hole (4-1-1), and pilot hole (4-1-1) is the wedge shape setting along reinforcing bar (3) length direction.
3, concrete portable template support system according to claim 1, it is characterized in that: described clamping element (6) is provided with clamping element pilot hole (6-1), the other end of reinforcing bar (3) passes second flitch and is connected in the clamping element pilot hole (6-1), and clamping element pilot hole (6-1) is the wedge shape setting along reinforcing bar (3) length direction.
4, according to claim 1 or 3 described concrete portable template support system, it is characterized in that: described second flitch comprises perpendicular flitch (7) and beam side (9), has the pre-manufactured hole (10) that matches with reinforcing bar (3) size on perpendicular flitch (7) and beam side (9).
5, concrete portable template support system according to claim 1 is characterized in that: described left template (1) is erect setting with right template (2) and is fixedlyed connected with the initial flitch of bottom.
6, according to claim 1 or 2 or 3 described concrete portable template support system, it is characterized in that: described reinforcing bar (3) is provided with two locating rings (3-2) and two stopples (8), one end of a stopple (8) is pressed on the locating ring (3-2), and the other end is pressed on the left template (1); One end of another stopple (8) is pressed on the locating ring (3-2), and the other end is pressed on the right template (2).
7, concrete portable template support system according to claim 6 is characterized in that: the cross sectional shape of described stopple (8) is conical.
8, according to claim 1 or 2 or 3 described concrete portable template support system, it is characterized in that: described reinforcing bar (3) middle part is provided with the flattening section (3-1) more than at least two.
9, concrete portable template support system according to claim 8 is characterized in that: described two flattening sections (3-1) are vertically staggered along flattening a direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620106718 CN2937343Y (en) | 2006-08-15 | 2006-08-15 | Cross-brace system of concrete convernient shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620106718 CN2937343Y (en) | 2006-08-15 | 2006-08-15 | Cross-brace system of concrete convernient shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2937343Y true CN2937343Y (en) | 2007-08-22 |
Family
ID=38361367
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620106718 Expired - Fee Related CN2937343Y (en) | 2006-08-15 | 2006-08-15 | Cross-brace system of concrete convernient shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2937343Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397268A (en) * | 2019-07-20 | 2019-11-01 | 山东金城建设有限公司 | Ring beam template and board support integrated design and construction method are poured after fabricated shear wall |
-
2006
- 2006-08-15 CN CN 200620106718 patent/CN2937343Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397268A (en) * | 2019-07-20 | 2019-11-01 | 山东金城建设有限公司 | Ring beam template and board support integrated design and construction method are poured after fabricated shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070822 Termination date: 20100815 |