CN203462748U - Tool type template for embedding tie bar of wall body through anchoring method - Google Patents
Tool type template for embedding tie bar of wall body through anchoring method Download PDFInfo
- Publication number
- CN203462748U CN203462748U CN201320508943.6U CN201320508943U CN203462748U CN 203462748 U CN203462748 U CN 203462748U CN 201320508943 U CN201320508943 U CN 201320508943U CN 203462748 U CN203462748 U CN 203462748U
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- anchor ring
- template
- tie bar
- cone
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Abstract
The utility model discloses a tool type template for embedding a tie bar of a wall body through an anchoring method, and relates to a template for building construction. The tool type template comprises a tapered plug type reinforcement anchorage device consisting of a fixed anchor ring and an inner anchor plug, wherein the fixed anchor ring is embedded into the tie bar embedding position of a template main body, and comprises a main body part of a tapered barrel shape; the inner anchor plug comprises a tapered clamping body and a plug loosening block; the tapered clamping body is arranged on the inner side of the fixed anchor ring to clamp the tie bar; the plug loosening block is connected to the end face of one end, with a larger diameter, of the tapered clamping body; the tapered clamping body is formed by jointing two truncated semicircular tapers, and semicircular grooves are formed in the axial positions of the truncated semicircular tapers; after the two truncated semicircular tapers are jointed, the semicircular grooves are jointed to form a reinforcement clamping hole for clamping and positioning the tie bar. The tool type template is convenient to install, easy to disassemble and reliable to fix, and can be recycled for many times; the position of the embedded tie bar is accurate, the construction cost is reduced; disturbance to concrete and damage to the template during template disassembly are avoided, so that the embedding quality of the tie bar is ensured.
Description
Technical field
The utility model relates to a kind of anchor structure template of the template of using in building operations, particularly a kind of tension rib.
Background technology
Two kinds of the pre-buried and bar planting methods of the pre-buried general employing of frame structure wall tension rib, pre-buried method is bored a hole conventionally on framed column template, and tension rib is penetrated in post, is embedded in concrete; Bar planting method is after frame column moulding, holes, then injecting glue, implant tension rib on concrete structure.These two kinds of methods all come with some shortcomings.Pre-buried method is owing to holing in template, and tension rib is through template, and during installation, reinforcing bar is difficult for fixing, and during concreting, reinforcing bar easily walks; During form removal, damaged template is excessive, and during form removal because concrete strength is low, reinforcing bar disturbance concrete, easily causes destroying concrete structure.Bar planting method is because of injecting glue quality and operating procedure factor, and bar planting anchoring strength is difficult to guarantee, and bar planting expense is too high, plants φ 6～φ 8 reinforcing bars want 0.8 yuan with existing market calculation of price, also needs to do pull-out test, increases construction cost.
For addressing the above problem, publication number is the anchor structure that Chinese patent that CN202577599 U, name are called " a kind of anchor structure of tension rib " discloses a kind of tension rib, its technical scheme is that tension rib is welded on the band iron that is fixed on connecting reinforcement, make its sound construction, guaranteed the presentation quality of concrete structure.But this technical scheme is to carry out anchoring tension rib troublesome poeration by the mode of welding, therefore, is necessary a kind of more simple anchorage style of utility model.
Utility model content
The utility model object is to provide the pre-buried wall tie bar tool-typed formwork of a kind of employing anchoring method, its make pre-buried tie bar position accurate, easy for installation, can repeatedly have enough to meet the need use, reduce construction cost, form removal easily, not disturbance concrete during fixing reliable, form removal, do not damage template, thereby guarantee the pre-buried quality of tension rib.
For achieving the above object, the technical solution of the utility model is as follows: the pre-buried wall tie bar tool-typed formwork of a kind of employing anchoring method, comprise the male cone type anchorage of reinforcement by fixedly anchor ring and interior male cone form, the embedded embedded ribs position that is arranged on main template body of described fixedly anchor ring, fixedly anchor ring comprises tapered cylinder-shaped main part, described interior male cone comprises that being arranged on fixedly anchor ring main part inner side clamps the loose chock on the end face of the large one end of cone diameter to clamp the taper clamping cone of tension rib and to be connected to taper, described taper clamping cone is formed by two butt semicircle cone docking that are provided with semi-circular recesses in axial location, the docking of two butt semicircle cone docking rear semicircle connected in stars forms the reinforcing bar folder hole of clamping and positioning tension rib.
Further technical side of the present utility model is: the bottom internal diameter of described fixedly anchor ring main part equates with the bottom external diameter of taper clamping cone, fixedly the height of anchor ring main part is L, the aspect ratio L of taper clamping cone is large, and fixedly the top internal diameter of anchor ring main part equates with the external diameter of taper clamping cone at high L place.
The template of putting more energy into has also been installed in the embedded ribs position of described main template body, in main template body and the template of putting more energy into, is respectively equipped with and holds the through hole that fixedly anchor ring main part embeds, and the main part of described fixedly anchor ring is embedded in through hole.
Described fixedly anchor ring also comprises the boss that is connected to the large one end of main part diameter cylindrical shell outer rim, and fixedly the boss of anchor ring is positioned at by fastening devices the template upper surface of putting more energy into.
The semi-circular recesses polishing of described interior male cone taper clamping cone is crude.
Owing to adopting said structure, the pre-buried wall tie bar tool-typed formwork of a kind of employing anchoring method of the utility model has following beneficial effect:
One, the utility model by installing male cone type ground tackle in main template body, insert male cone in tension rib utilization and fix tension rib, tension rib can displacement, during stripping main body, take away interior male cone, mooring anchor annular aperture is very large, main template body is easy to take and removes, and does not damage main template body and disturbance concrete, thereby guarantees the pre-buried anchoring quality of tension rib;
Two, adopt the easy construction of the utility model tool-typed formwork, template is made tool-type, can repeatedly have enough to meet the need use, saves template, has also saved construction cost; Pre-buried tie bar fixation, saves bar planting expense, testing cost and testing expenses;
Three, adopt the easy construction of the utility model tool-typed formwork, tension rib is easy for installation, and pre-buried tie bar position is accurate, fixing reliable, guarantees the pre-buried anchoring quality of tension rib.
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is a kind of fixedly anchor ring top view that adopts the pre-buried wall tie bar tool-typed formwork of anchoring method of the utility model;
Fig. 2 is the fixing sectional view of anchor ring shown in Fig. 1;
Fig. 3 is a kind of interior male cone structure chart that adopts the pre-buried wall tie bar tool-typed formwork of anchoring method of the utility model;
Fig. 4 is the wherein structural representation of a butt semicircle cone of interior male cone shown in Fig. 3;
Fig. 5 is a kind of structural representation (but interior male cone is not installed) that adopts the pre-buried wall tie bar tool-typed formwork of anchoring method to be arranged on the pre-buried position of reinforcing bar of the utility model;
Fig. 6 is a kind of structural representation that adopts the location tension rib of the pre-buried wall tie bar tool-typed formwork of anchoring method of the utility model.
Drawing reference numeral explanation: 1-fixedly anchor ring, 2-main part, 3-locating hole, 4-boss, 5-interior male cone, 6-butt semicircle cone, 7-loose chock, 8-semi-circular recesses, 9-main template body, the 10-template of putting more energy into, 11-tension rib, 12-screw, 13-post muscle, 14-stirrup.
The specific embodiment
As shown in Figures 1 to 6, the pre-buried wall tie bar tool-typed formwork of a kind of employing anchoring of the utility model method, comprises by the male cone type anchorage of reinforcement that fixedly anchor ring 1 and interior male cone 5 form, the embedded embedded ribs position that is arranged on main template body 9 of described fixedly anchor ring 1.Fixedly anchor ring 1 comprises tapered cylinder-shaped main part 2, and main part 2 inner sides form up big and down small bellmouth, and fixedly anchor ring 1 also comprises the boss 4 that is connected to the main part 2 large one end of diameter cylindrical shell outer rims, and boss 4 is provided with the locating hole 3 that runs through its upper and lower surface.Described interior male cone 5 comprises and being arranged in fixing anchor ring main part 2 inner side bellmouths to clamp the taper clamping cone of tension rib 11 and to be connected to the loose chock 7 on the end face of taper clamping large one end of cone diameter.Described taper clamping cone is formed by two butt semicircle cone 6 docking that are provided with semi-circular recesses 8 in axial location, butt semicircle cone 6 is tip one end of hemicycle cone by the shape after cutting out, and semi-circular recesses 8 is recessed to form to radial direction by butt semicircle cone 6 positions, axis respectively.Semi-circular recesses 8 polishings of interior male cone 5 taper clamping cones are crude, and crude the preventing when tension rib 11 from putting into of semi-circular recesses 8 polishing skids off.Two butt semicircle cone 6 docking rear semicircle connected in star 8 docking form the reinforcing bar folder hole of clamping and positioning tension rib 11.Described loose chock 7 is the rectangle iron blocks that are directly welded on two butt semicircle cones, the 6 large one end of diameter end faces.
The bottom inner diameter D 1 of described fixedly anchor ring 1 main part 2 is butt semicircle cone base external diameter with the bottom outer diameter D 3(of taper clamping cone) equate, fixedly the height of anchor ring 1 main part 2 is L, the height H of taper clamping cone is larger than L, and fixedly the top inner diameter D 2 of anchor ring 1 main part 2 equates with the external diameter (being that butt semicircle cone is at the external diameter at high L place) of taper clamping cone at high L place.In the present embodiment, fixedly anchor ring 1 main part 2 adopts the thick iron plate of 2mm to roll into conical shell, and fixedly the high L of anchor ring 1 main part 2 is 50mm, and fixedly anchor ring 1 main part 2 bottom inner diameter D 1 are 30 mm, and fixedly anchor ring 1 main part 2 top inner diameter D 2 are 35 mm; The taper clamping cone of interior male cone 5 is formed by steel member manufacture, and the high H of taper clamping cone is 80 mm, and the bottom outer diameter D 3 of taper clamping cone is 30 mm, and the external diameter of taper clamping cone at high 50 places is 35 mm.In the main part 2 inner side bellmouths that are positioned at fixing anchor ring 1 that the taper clamping cone of interior male cone 5 can be stable.
The template 10 of putting more energy into has also been installed in the embedded ribs position of described main template body 9, in main template body 9 and the template 10 of putting more energy into, be respectively equipped with and hold the through hole that fixedly anchor ring 1 main part 2 embeds, through hole is up big and down small bellmouth, the aperture of through hole and fixedly anchor ring 1 main part 2 external diameters match, and the main part 2 of described fixedly anchor ring 1 is embedded in through hole.Certainly as variation of the present utility model, also the template of putting more energy into can be installed, directly in the embedded ribs position of main template body, drill through hole, through hole is up big and down small bellmouth, through hole footpath and fixedly anchor ring main part external diameter match, and fixedly anchor ring main part embeds and is installed in the through hole of main template body embedded ribs position.Fixedly the boss 4 of anchor ring 1 is positioned at by fastening devices template 10 upper surfaces of putting more energy into.In the present embodiment, screw 12 is positioned at by boss 4 template 10 upper surfaces of putting more energy into by the locating hole 3 of boss 4, makes in the stable through hole that is positioned at main template body 9 and the template 10 of putting more energy into of fixing anchor ring 1 main part 2.
When construction, first main template body 9 and the template 10 of putting more energy into are arranged on to the pre-buried position of reinforcing bar, and drill through hole by burying in advance reinforcement location snap the line underground, through hole is up big and down small bellmouth, the aperture of through hole and fixedly anchor ring 1 main part 2 external diameters match, the fixing main part 2 of anchor ring 1 is embedded in through hole, by screw 12, the fixing boss 4 of anchor ring 1 is positioned to template 10 upper surfaces of putting more energy into.Again tension rib 11 is penetrated from fixing anchor ring 1 endoporus, make the semi-circular recesses 8 of two butt semicircle cones 6 clamp tension rib 11, and two butt semicircle cones 6 are squeezed into fixedly in anchor ring 1 main part 2 inner side bellmouths, by fixing anchor ring 1 main part 2 inner side taper hole walls, two butt semicircle cones 6 are clamped, make tension rib 11 accurately firmly be positioned at the taper being formed by two butt semicircle cones 6 and clamp in the reinforcing bar folder hole of cone.
When all male cone type anchorage of reinforcements all install, just can start concreting, pre-buried tie bar wall column concreting routinely technique is carried out.After concreting, when concrete strength reaches 50%, with hand hammer, beat outward the loose chock 7 of interior male cone 5, make taper clamping cone loosening, interior male cone 5 from fixedly removing anchor ring 1 main part 2 inner side bellmouths, unclamp main template body 9 simultaneously, the template of putting more energy into 10 and integral mold plate that fixedly anchor ring 1 forms, main template body 9, the template of putting more energy into 10 and integral mold plate that fixedly anchor ring 1 forms are taken out, completed frame structure wall tension rib burying work beforehand.Next step can be cleaned out the interior male cone 5 after removing in inserter case in order to using next time.
Embodiment described above is only one of preferred embodiment of the present utility model, rather than whole embodiment.As variation of the present utility model, in main template body, also the template of putting more energy into can be set, but fixedly anchor ring is directly positioned in main template body; Fixedly on anchor ring, also boss can be set, but make fixing anchor ring main part tightly in the through hole of embedded template main body, the semi-circular recesses of interior male cone taper clamping cone also can not polished crude, and in semi-circular recesses, pastes one deck anti-slip material again.Therefore the utility model is not limited to the cited form of above-described embodiment, as long as the conversion of doing in scope of the present utility model all belongs to category of the present utility model.
Claims (5)
1. one kind adopts the pre-buried wall tie bar tool-typed formwork of anchoring method, it is characterized in that: comprise the male cone type anchorage of reinforcement by fixedly anchor ring (1) and interior male cone (5) form, the embedded embedded ribs position that is arranged on main template body (9) of described fixedly anchor ring (1), fixedly anchor ring (1) comprises tapered cylinder-shaped main part (2), described interior male cone (5) comprises that being arranged on fixedly anchor ring (1) main part (2) inner side clamps the loose chock (7) on the end face of the large one end of cone diameter to clamp the taper clamping cone of tension rib (11) and to be connected to taper, described taper clamping cone is formed by two butt semicircle cone (6) docking that are provided with semi-circular recesses (8) in axial location, two butt semicircle cones (6) docking rear semicircle connected in stars (8) docking forms the reinforcing bar folder hole of clamping and positioning tension rib (11).
2. the pre-buried wall tie bar tool-typed formwork of employing anchoring method as claimed in claim 1, it is characterized in that: the bottom internal diameter of described fixedly anchor ring (1) main part (2) equates with the bottom external diameter of taper clamping cone, fixedly the height of anchor ring (1) main part (2) is L, the aspect ratio L of taper clamping cone is large, and fixedly the top internal diameter of anchor ring (1) main part (2) equates with the external diameter of taper clamping cone at high L place.
3. the pre-buried wall tie bar tool-typed formwork of employing anchoring method as claimed in claim 1, it is characterized in that: the template of putting more energy into (10) has also been installed in the embedded ribs position of described main template body (9), in main template body (9) and the template (10) of putting more energy into, be respectively equipped with and hold the through hole that fixedly anchor ring (1) main part (2) embeds, the main part (2) of described fixedly anchor ring (1) is embedded in through hole.
4. the pre-buried wall tie bar tool-typed formwork of employing anchoring method as claimed in claim 3, it is characterized in that: described fixedly anchor ring (1) also comprises the boss (4) that is connected to the large one end of main part (2) diameter cylindrical shell outer rim, fixedly the boss (4) of anchor ring (1) is positioned at the template of putting more energy into (10) upper surface by fastening devices.
5. the pre-buried wall tie bar tool-typed formwork of employing anchoring method as claimed in claim 1, is characterized in that: the semi-circular recesses (8) of described interior male cone (5) taper clamping cone is polished crude.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320508943.6U CN203462748U (en) | 2013-08-20 | 2013-08-20 | Tool type template for embedding tie bar of wall body through anchoring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320508943.6U CN203462748U (en) | 2013-08-20 | 2013-08-20 | Tool type template for embedding tie bar of wall body through anchoring method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203462748U true CN203462748U (en) | 2014-03-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320508943.6U Withdrawn - After Issue CN203462748U (en) | 2013-08-20 | 2013-08-20 | Tool type template for embedding tie bar of wall body through anchoring method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203462748U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452306A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Tool type template for embedding a tie bar of wall body by adopting anchoring method |
| CN106223491A (en) * | 2016-09-14 | 2016-12-14 | 中冶天工集团有限公司 | One exempts from mantle fiber wall lacing wire pre-buried combination anchor device and construction method |
| CN111101705A (en) * | 2019-11-20 | 2020-05-05 | 甘肃第五建设集团公司 | Plastic formwork plug for fixing reserved steel bars and construction method |
-
2013
- 2013-08-20 CN CN201320508943.6U patent/CN203462748U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452306A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Tool type template for embedding a tie bar of wall body by adopting anchoring method |
| CN106223491A (en) * | 2016-09-14 | 2016-12-14 | 中冶天工集团有限公司 | One exempts from mantle fiber wall lacing wire pre-buried combination anchor device and construction method |
| CN111101705A (en) * | 2019-11-20 | 2020-05-05 | 甘肃第五建设集团公司 | Plastic formwork plug for fixing reserved steel bars and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140305 Effective date of abandoning: 20160706 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20140305 Effective date of abandoning: 20160706 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |