CN200978520Y - Building template reinforcing member - Google Patents
Building template reinforcing member Download PDFInfo
- Publication number
- CN200978520Y CN200978520Y CN 200620140116 CN200620140116U CN200978520Y CN 200978520 Y CN200978520 Y CN 200978520Y CN 200620140116 CN200620140116 CN 200620140116 CN 200620140116 U CN200620140116 U CN 200620140116U CN 200978520 Y CN200978520 Y CN 200978520Y
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- CN
- China
- Prior art keywords
- link stopper
- link
- connecting rod
- intermediate connecting
- nut
- Prior art date
- 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
The utility model relates to an architecture template girth member, which is a connection girth member, the prior art exists defects such as waste materials, affect concrete structure and operation complex or the like. The utility model comprises a section of intermediate connecting rod, two link stopper members and two section of outside links, wherein the two link stopper members are respectively disassembly connected with the two sides of the intermediate connecting rod, a torque force portion and a smooth continuous exsertion plane of detachment are arranged on each link stopper member, the two outside links are respectively disassembly connected with the two link stopper members. After a concrete perfusion body is formed, the outside link and the two link stopper members can be disassembled from the intermediate connecting rod only through popular tools such as a spanner, the mode does no damage to the outside link and the two link stopper members, thereby being capable of being used repeatedly to avoid causing material waste, and not causing burn to the concrete, operation is easy and simple, and effectively improving construction efficiency.
Description
Technical field
The utility model relates to a kind of reinforcement by connection part, and a kind of specifically being used in building operations fixed and construction formwork girth member for convenience detach with the back and economical with materials Template Location.
Background technology
In the building operations, in the occasion of carrying out concrete casting, during as the perfusion shear wall, need earlier template to be set up according to designing requirement, to guarantee the quality of bottling body, mostly traditional positioning and fixing to template is to finish with iron wire, nail, is difficult to guaranteed strength and locatees inaccurate.A kind of mode of Template Location being fixed with the mode of reinforcing screw rod has appearred at present, these reinforcing screw rod 7 (see figure 1)s are a through rod, there is screw thread 7a at its two ends, when template 4 location are reinforced, on screw rod 7, fix two wooden link stopper 8 (see figure 2)s according to designing requirement, during reinforcing template 4 screw rod 7 two ends are stretched out the template of its both sides, and the template 4 of both sides leaned against respectively on two link stoppers 8, being tightened in the reinforcing that realizes on the screw rod 7 template in the template outside with reinforcing nut 9 afterwards (is reinforcing between nut and the template usually and is being equipped with as reinforcing auxiliary tools such as umbrella shape cards, see Fig. 3), the mode that the logical 7 pairs of templates 4 of root screw rod of this usefulness are reinforced, behind concrete bottling body 5 formation and stripping, need to lead to root screw rod 7 and stretch out part excision outside concrete bottling body 5 (as by electric welding, the mode of gas welding cutting), part under this cutting promptly becomes gurry and not reproducible use, thereby causes the waste of material.And in order to prevent that the screw rods in the bottling body 5 from meeting aquatic rust, when cutting, usually must as much as possible cutting part be extended in bottling body, and this requirement that exists for of wooden link stopper provides possibility: before excision, earlier wooden link stopper 8 is cut and on bottling body 5, form pit 6 (see figure 4)s, excise (see figure 5) again in pit 6, excision is repaired pit 6 with concrete afterwards and is filled and led up, and screw rod 7 is covered be enclosed in (see figure 6)s in the concrete bottling body 5.Cutting flame can directly influence concrete structure when cutting therebetween, produces the explosion phenomenon, brings difficulty to repairing.Moreover troublesome poeration during the logical root screw rod exposed parts of aforementioned cutting, efficient are low.
The utility model content
The technical assignment of the technical problems to be solved in the utility model and proposition is to overcome waste material that prior art exists, influence defectives such as concrete structure and troublesome poeration, and a kind of construction formwork girth member is provided.For this reason, by the following technical solutions:
The construction formwork girth member, it is characterized in that comprising one section intermediate connecting rod, two link stopper members and two sections outside links, described two link stopper members are dismantled the two ends that are connected in intermediate connecting rod respectively, the disengaging face that exposes that has a moment of torsion forced section and smooth and continuous on each link stopper member, described two outside links are dismantled respectively and are connected on described two link stopper members.
As the further of technique scheme improved and replenish, the utility model also comprises following additional technical feature, uses so that select in the specific implementation:
Described disengaging face is an external cylindrical surface.
Described disengaging face is a taper seat, and two link stopper members are dismantled the two ends that are connected in intermediate connecting rod in the opposing mode of its big end.
Described intermediate connecting rod, two outside links and described link stopper member are by being threaded.
Described link stopper member is an integral structure, and described moment of torsion forced section is the prismatic surface that is positioned at its disengaging face inboard.
Described link stopper member is the composite member that comprises a nut and a template link stopper, described disengaging face is positioned on the template link stopper, described moment of torsion forced section is the external surface of nut, described nut is flush-mounted in the described template link stopper, and maintain the gap between the two, the two axially has the shelves portion that supports of cooperation.
The beneficial effects of the utility model are:
1. will have logical root screw rod now and change segmentation structure into, and it is connected by the link stopper member, realization is to the reinforcing of template, and after concrete bottling body forms, only need outside link and link stopper member to be pulled down from middle connecting rod by common tools such as spanners, this mode does not constitute damage to outside link and link stopper, thereby can reuse, so as not to the waste that causes material.
Therefore 2. do not need to cut, can not cause and burn, be beneficial to after removing the link stopper member pit that forms repaired and fill and lead up, cover the envelope intermediate connecting rod concrete with modes such as electric welding, gas weldings.
3. the girth member of syndeton is easy and simple to handle, can effectively improve efficiency of construction.
Description of drawings
Fig. 1 is the structural representation of existing logical root screw rod.
Fig. 2 is for fixing the schematic diagram of wooden link stopper on existing logical root screw rod.
Schematic diagram when Fig. 3 leads to the root screw rod to formwork reinforcement for having now.
The schematic diagram of Fig. 4 after for the wooden link stopper on concrete bottling body cuts after the forming logical root screw rod.
Fig. 5 is the schematic diagram that cuts off logical root screw rod exposed parts.
Fig. 6 is the schematic diagram after pit is repaired, filled and led up.
Fig. 7 is a structural representation of the present utility model.
Fig. 8 is a kind of structural representation of the middle-grade module component of Fig. 7.
Fig. 9 is the left view of Fig. 8.
Figure 10 is another structural representation of the middle-grade module component of Fig. 7.
Figure 11 is the left view of Figure 10.
Figure 12 is the third structural representation of the middle-grade module component of Fig. 7.
Figure 13 is the left view of Figure 12.
Figure 14 is the structural representation of the template link stopper of link stopper member shown in Figure 12,13.
Figure 15 is the left view of Figure 14.
Figure 16 is the structural representation of the nut of link stopper member shown in Figure 12,13.
Figure 17 is the left view of Figure 16.
Figure 18 is the 4th a kind of structural representation of the middle-grade module component of Fig. 7.
Figure 19 is the left view of Figure 18.
Figure 20 is the structural representation of the template link stopper of link stopper member shown in Figure 18,19.
Figure 21 is the left view of Figure 20.
Figure 22 is the schematic diagram of the utility model to formwork reinforcement.
The schematic diagram of Figure 23 for removing outside link of the present utility model and reinforcing nut.
Schematic diagram when Figure 24 removes link stopper member of the present utility model.
Figure 25 removes the schematic diagram that forms pit behind the link stopper member of the present utility model on bottling body.
Among the figure: 1-intermediate connecting rod, 1a-intermediate connecting rod two ends screw thread; 2-link stopper member, 2a-moment of torsion forced section, 2b-exposes disengaging face, 2A-nut, 2B-template link stopper, 2C-gap, 2D-nut blocking part, 2E-template link stopper blocking part, 2F-screwed hole, 2G-hexagon ring; The 3-outside link, 3a-outside link two ends screw thread; The 4-template; The 5-bottling body; The 6-pit; 7-reinforces screw rod, and 7a-reinforces screw rod two ends screw thread; The wooden link stopper of 8-; 9-reinforces nut; 10-pull in.
The specific embodiment
Below in conjunction with description of drawings the utility model is further described.
As shown in Figure 7, this construction formwork girth member is formed by connecting by one section intermediate connecting rod 1, two link stopper members 2 and two sections outside links 3, wherein:
Two sections outside links are as intermediate connecting rod, and its two ends have external screw thread, are respectively applied for the link stopper member to be connected with the reinforcing nut.
The member of above structure,------order of outside link 3 links together intermediate connecting rod 1---link stopper member 2---link stopper member 2 successively by outside link 3, owing to be by being threaded therebetween, therefore be convenient to regulate position each other and be beneficial to dismounting, and can not cause damage to outside link 3, link stopper member 2, thereby outside link 3, link stopper member 2 can reuse, in order to avoid waste material.
Shown in Fig. 8,9, this link stopper member is for making integral structure by metal such as iron or structural iron, and the tool external surface is the face of cylinder, and this face of cylinder can successfully break away from from bottling body 5 under the effect of moment of torsion fully as the disengaging face 2b of link stopper member; In the inboard on the face of cylinder is six prisms as moment of torsion forced section 2a, the external surface of this six prism has promptly formed an external surface as the circle standard nut, between the external surface of six prisms and the face of cylinder, be formed with gap 2C, thereby be convenient to six prisms be applied moment of torsion with spanner so that shelve spanner 10 (as box spanner); And on the axis direction in six prismatic centres, process internal thread hole 2F, be connected with outside link 3 with intermediate connecting rod 1 by this internal thread hole 2F.
Shown in Figure 10,11, the difference part shown in this link stopper member and Fig. 8,9 only be as the disengaging face 2b of link stopper member be its outer conical surface, and be arranged on the bigger diameter end of link stopper member as six prisms of moment of torsion forced section 2a; This link stopper member is forming when being connected with intermediate connecting rod 1 and outside link 3, and the bigger diameter end of two link stopper members is opposing and establish, and is more conducive to thus it is taken out from bottling body.
Shown in Figure 12,13, the composite member of this link stopper member for forming by a nut 2A and a template link stopper 2B setting-in; Described nut 2A (seeing Figure 16,17) has an internal thread hole 2F, its surface is six prismatic surfaces as moment of torsion forced section 2a, the one end has one to the extended flanging of its diametric(al), and the counter structure that this flanging can be used as on 2D of shelves portion and template link stopper 2B matches; Described module link stopper 2B (sees Figure 14,15) inner hollow and have as the external cylindrical surface that breaks away from face 2b, a hexagon ring 2G is arranged at the position of closing on the one end, this hexagon ring 2G and cylindrical break away from form between the face 2b with aforementioned nut 2A on flanging corresponding to the 2E of shelves portion, thus, described nut 2A is pressed in the diagramatic way embedded template link stopper 2B, six prismatic surfaces of nut 2A are positioned at the hexagon ring 2G of module link stopper 2B, and the flanging that makes nut 2A and module link stopper support the 2E of shelves portion touch mutually to, thus can be by the moment of torsion transmission that is implemented between nut and the module link stopper that cooperates between six prismatic surfaces and the hexagon ring 2G, promptly when with spanner with six prismatic surfaces of torsional interaction at nut on the time, this moment of torsion can be delivered to the module link stopper so that the module link stopper is broken away from from bottling body, outside when mobile on intermediate connecting rod when nut simultaneously, the 2E of shelves portion that supports that its flanging promptly acts on the module link stopper goes up the module link stopper from bottling body 5 releases; Further, module link stopper 2B is preferably made by rubber-like materials such as rubber, is beneficial to its disengaging face and breaks away from bottling body.
Shown in Figure 18,19, this link stopper member and difference part shown in Figure 10 only are that its module link stopper 2B (seeing Figure 20,21) has an outer conical surface, and the hexagon ring 2G of module link stopper 2B is arranged on its miner diameter end; This link stopper member 2B is forming when being connected with intermediate connecting rod 1 and outside link 3, and the bigger diameter end of two module link stopper 2B is opposing and establish, and is more conducive to thus whole link stopper member is taken out from bottling body.
As shown in figure 22, when construction formwork 4 is reinforced, prepare intermediate connecting rod 1, link stopper member 2 and the outside link 3 of suitable specification by designing requirement, two link stopper members 2 are connected the two ends of intermediate connecting rod 1 and are conflicted on the template 4 in the outside in its outer face, the template 4 that is about to both sides leans against on the outer face of two link stopper members 2, and the outside of outside link 3 from template 4 be connected on the link stopper member 2, reinforcement by connection nut 9 on outside link 3, and can carry out concrete perfusion after with auxiliary parts such as umbrella shape cards template being reinforced.
After concrete setting, to reinforce nut 9 with spanner and unscrew (seeing Figure 23), further outside link 3 is pulled down from link stopper member 2, can smoothly template 4 be pulled down from concrete bottling body 5, promptly expose the link stopper member on the surface of concrete bottling body thus, this moment as shown in figure 24, act on spanner 10 on the moment of torsion forced section 2a of link stopper member 2 and apply moment of torsion, because intermediate connecting rod 1 is solidified as one with concrete bottling body 5, and the 2 continuous light slippages of link stopper member are from the existence of face, make that not needing that spanner 10 is applied too big power can make link stopper member 2 break away from from concrete bottling body 5, again because the threaded engagement between intermediate connecting rod 1 and the link stopper member 2, can link stopper member 2 be backed out from middle connecting rod 1 as back out nut from screw rod, threaded engagement between intermediate connecting rod 1 and the link stopper member 2 forces link stopper member 2 outwards to move along intermediate connecting rod 1 therebetween, realize link stopper member 2 removing from the concrete bottling body 5, surface at concrete bottling body 5 forms pit 6 (seeing Figure 25), afterwards pit 6 is repaired and filled and led up, intermediate connecting rod 1 is covered to be enclosed in prevent to meet aquatic rust in the concrete bottling body 5.
The demountable structure of realizing link stopper member and outside link by the mode that is threaded is disclosed as previously mentioned, but the utility model is not limited to this connected mode, under the enlightenment of essential technique design of the present utility model, do not get rid of other connected modes of utilizing prior art, do not repeat them here.
Claims (8)
1, construction formwork girth member, it is characterized in that comprising one section intermediate connecting rod (1), two link stopper members (2) and two sections outside links (3), described two link stopper members (2) are dismantled the two ends that are connected in intermediate connecting rod (1) respectively, the disengaging face that exposes (2b) that has a moment of torsion forced section (2a) and smooth and continuous on each link stopper member (2), described two outside links (3) are dismantled respectively and are connected on described two link stopper members (2).
2, construction formwork girth member according to claim 1 is characterized in that described disengaging face (2b) is an external cylindrical surface.
3, construction formwork girth member according to claim 1 it is characterized in that described disengaging face (2b) is outer conical surface, and two link stopper members (2) is dismantled the two ends that are connected in intermediate connecting rod (1) in the opposing mode of its big end.
4,, it is characterized in that described intermediate connecting rod (1), two outside links (3) and described link stopper member (2) are by being threaded according to claim 1,2 or 3 described construction formwork girth members.
5, construction formwork girth member according to claim 4 is characterized in that described link stopper member (2) is an integral structure, and described moment of torsion forced section (2a) is for being positioned at the inboard prismatic surface of its disengaging face (2b).
6, construction formwork girth member according to claim 4, it is characterized in that described link stopper member (2) is the composite member that comprises a nut (2A) and a template link stopper (2B), described disengaging face (2b) is positioned on the template link stopper (2B), described moment of torsion forced section (2a) is the external surface of nut (2A), described nut (2A) is flush-mounted in the described template link stopper (2B), and maintain gap (2C) between the two, the two axially has the shelves portion (2D, 2E) that supports of cooperation.
7, according to claim 1,2 or 3 described construction formwork girth members, it is characterized in that described link stopper member is an integral structure, described moment of torsion forced section (2a) is for being positioned at the inboard prismatic surface of its disengaging face (2b).
8, according to claim 1,2 or 3 described construction formwork girth members, it is characterized in that described link stopper (2) member is the composite member that comprises a nut (2A) and a template link stopper (2B), described disengaging face (2b) is positioned on the template link stopper (2B), described moment of torsion forced section (2a) is the external surface of nut (2A), described nut (2A) is flush-mounted in the described template link stopper (2B), and maintain gap (2C) between the two, the two axially has the shelves portion (2D, 2E) that supports of cooperation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620140116 CN200978520Y (en) | 2006-11-21 | 2006-11-21 | Building template reinforcing member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620140116 CN200978520Y (en) | 2006-11-21 | 2006-11-21 | Building template reinforcing member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200978520Y true CN200978520Y (en) | 2007-11-21 |
Family
ID=38978897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620140116 Expired - Fee Related CN200978520Y (en) | 2006-11-21 | 2006-11-21 | Building template reinforcing member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200978520Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103952975A (en) * | 2014-04-01 | 2014-07-30 | 中国建筑第六工程局有限公司 | Assembled and disassembled form tie processor and using method thereof |
| CN103982037A (en) * | 2014-06-03 | 2014-08-13 | 天津住总建筑集团有限公司 | Adjustable inhaul cable reinforcing device for reinforcing thin-wall round concrete formwork and control method of adjustable inhaul cable reinforcing device |
-
2006
- 2006-11-21 CN CN 200620140116 patent/CN200978520Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103952975A (en) * | 2014-04-01 | 2014-07-30 | 中国建筑第六工程局有限公司 | Assembled and disassembled form tie processor and using method thereof |
| CN103982037A (en) * | 2014-06-03 | 2014-08-13 | 天津住总建筑集团有限公司 | Adjustable inhaul cable reinforcing device for reinforcing thin-wall round concrete formwork and control method of adjustable inhaul cable reinforcing device |
| CN103982037B (en) * | 2014-06-03 | 2016-06-29 | 天津住总建筑集团有限公司 | The adjustable drag-line bracing means of thin-walled circle concrete blinding reinforcing and control method thereof |
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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: 20071121 Termination date: 20101121 |