CN213268969U - Prestressed reinforced concrete perforated plate kinking tool - Google Patents
Prestressed reinforced concrete perforated plate kinking tool Download PDFInfo
- Publication number
- CN213268969U CN213268969U CN202022025862.3U CN202022025862U CN213268969U CN 213268969 U CN213268969 U CN 213268969U CN 202022025862 U CN202022025862 U CN 202022025862U CN 213268969 U CN213268969 U CN 213268969U
- Authority
- CN
- China
- Prior art keywords
- round pipe
- pin shaft
- round
- steel bar
- diameter
- 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
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 10
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 12
- 239000004567 concrete Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003111 delayed effect Effects 0.000 description 1
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a prestressed reinforced concrete perforated plate kinking tool, which comprises a round pipe and a tubular handle, wherein the middle part of the handle is welded and fixed on the top end of the round pipe to form a T-shaped kinking body with the round pipe, the inner diameter of the round pipe is more than twice of the diameter of a reinforcing steel bar head, and the outer diameter of the round pipe is smaller than the distance between the perforated plates where the two reinforcing steel bar heads are positioned; a pin shaft is vertically and fixedly arranged on the side wall of the round pipe close to the bottom end in a penetrating mode, the round pipe is divided into two parts by the pin shaft, and the maximum distance between the pin shaft and the inner walls of the round pipes on the two sides of the pin shaft ensures that reinforcing steel bar heads can longitudinally penetrate into the round pipes. The structure is simple, the manufacture is easy, and the twisting efficiency is greatly improved.
Description
Technical Field
The utility model relates to a building tool especially relates to a prestressing force reinforced concrete perforated plate kinks frock.
Background
The prestressed reinforced concrete is to compensate the early crack of the concrete, before the member is used (loaded), a pre-pressure is applied to the concrete in advance, namely, the reinforcing steel bars are tensioned in a tension area of the concrete by a manual force method, and the tension area of the concrete is stressed in advance by utilizing the retraction force of the reinforcing steel bars. The stored prestressing force firstly counteracts the prestressing force in the concrete in the tension area when the member is subjected to a tensile force generated by an external load, and then the concrete is tensioned as the load increases, so that the elongation of the concrete is limited, and cracks are delayed or not caused to appear.
When the prestressed reinforced concrete porous plate is installed, the steel bar heads extending out between the plates must be twisted into twisted knots and welded into a whole so as to enhance the earthquake-resistant performance. Usually, a reinforcing bar wrench is used for clamping a reinforcing bar head on any side to be twisted around the other reinforcing bar head in a rotating mode, the wrench is easy to slip in the twisting process due to the structure of the wrench, and the operation is time-consuming and labor-consuming.
Disclosure of Invention
An object of the utility model is to provide a prestressing force reinforced concrete perforated plate kinks frock.
Realize the utility model discloses the technical scheme of purpose is: a prestressed reinforced concrete perforated plate kinking tool comprises a round pipe and a tubular handle, wherein the middle part of the handle is welded and fixed at the top end of the round pipe to form a T-shaped kinking body with the round pipe, the inner diameter of the round pipe is more than twice of the diameter of a reinforcing steel bar head, and the outer diameter of the round pipe is smaller than the distance between two perforated plates where the reinforcing steel bar heads are located; a pin shaft is vertically and fixedly arranged on the side wall of the round pipe close to the bottom end in a penetrating mode, the round pipe is divided into two parts by the pin shaft, and the maximum distance between the pin shaft and the inner walls of the round pipes on the two sides of the pin shaft ensures that reinforcing steel bar heads can longitudinally penetrate into the round pipes.
Further, the maximum distance between the pin shaft and the pipe walls on the two sides of the pin shaft is 1.5 times of the diameter of the steel bar.
The utility model discloses a handle of kinking body is held to prestressed reinforced concrete perforated plate kinking frock during use, makes in the pipe is detained the reinforcing bar head into the pipe after two reinforcing bar heads are aimed at to the pipe bottom, and two reinforcing bar heads are arranged the round pin axle both ends separately this moment, and the handle is turned round 3-5 to arbitrary direction and is changeed two reinforcing bar heads and to be twisted into the twist form, neither can skid also more laborsavingly. The structure is simple, the manufacture is easy, and the twisting efficiency is greatly improved.
Drawings
Fig. 1 is a schematic structural view of a prestressed reinforced concrete perforated plate kinking tool and a reinforcing steel bar according to an embodiment of the present invention;
fig. 2 is a schematic bottom view of the round tube according to the embodiment of the present invention.
Detailed Description
The following is a detailed description of the preferred embodiments of the present invention.
As shown in fig. 1 and 2, the prestressed reinforced concrete porous plate kinking tool comprises a round tube 1 and a tubular handle 2, wherein the middle part of the handle 2 is welded and fixed on the top end of the round tube 1 to form a T-shaped kinking body with the round tube 1, the inner diameter D of the round tube 1 is more than twice of the diameter of a reinforcement head 10, and the outer diameter D of the round tube is smaller than the distance between two porous plates 20 where the reinforcement heads are located; a pin shaft 3 is vertically and fixedly arranged on the side wall of the round pipe 1 close to the bottom end in a penetrating manner, the round pipe is divided into two parts by the pin shaft, and the maximum distance A between the pin shaft 3 and the inner walls of the round pipes on the two sides of the pin shaft is 1.5 times of the diameter of the steel bar 10.
Before use, the steel bar heads extending out between the plates are bent to a position almost perpendicular to the horizontal plane by a wrench, a distance slightly larger than the diameter of the pin shaft is reserved between the two steel bar heads, then the handle of the twisting body is held by a hand, the steel bar heads are buckled into the round pipe after the bottom end of the round pipe is aligned with the two steel bar heads, the two steel bar heads are respectively arranged at the two ends of the pin shaft, and the handle is twisted in 3-5 directions to twist the two steel bar heads into a twist shape.
The biggest interval between the pipe wall of round pin axle and its both sides should be greater than the diameter of reinforcing bar at first to guarantee that the reinforcing bar can vertically penetrate intraductally, nevertheless if the biggest interval between the pipe wall of round pin axle and its both sides is too big, then be unfavorable for twisting the reinforcing bar, the influence efficiency of knoing, therefore the biggest interval between the pipe wall of round pin axle and its both sides only need slightly be greater than the diameter of reinforcing bar can, can set for about 1.5 times of reinforcing bar diameter usually.
The above only be the embodiment of the utility model discloses a not consequently restriction the patent scope of the utility model, all utilize the equivalent flow transform that the content of the specification was made, or direct or indirect application is in other relevant technical field, all including on the same reason the utility model discloses a patent protection within range.
Claims (2)
1. The utility model provides a prestressing force reinforced concrete perforated plate kinks frock which characterized in that: the steel bar knotting device comprises a round pipe and a tubular handle, wherein the middle part of the handle is welded and fixed on the top end of the round pipe to form a T-shaped knotting body together with the round pipe, the inner diameter of the round pipe is more than twice of the diameter of a steel bar head, and the outer diameter of the round pipe is smaller than the distance between porous plates where the two steel bar heads are located; a pin shaft is vertically and fixedly arranged on the side wall of the round pipe close to the bottom end in a penetrating mode, the round pipe is divided into two parts by the pin shaft, and the maximum distance between the pin shaft and the inner walls of the round pipes on the two sides of the pin shaft ensures that reinforcing steel bar heads can longitudinally penetrate into the round pipes.
2. The prestressed reinforced concrete multi-hole plate kinking tool of claim 1, wherein: the maximum distance between the pin shaft and the circular pipe walls on the two sides of the pin shaft is 1.5 times of the diameter of the steel bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022025862.3U CN213268969U (en) | 2020-09-16 | 2020-09-16 | Prestressed reinforced concrete perforated plate kinking tool |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022025862.3U CN213268969U (en) | 2020-09-16 | 2020-09-16 | Prestressed reinforced concrete perforated plate kinking tool |
Publications (1)
Publication Number | Publication Date |
---|---|
CN213268969U true CN213268969U (en) | 2021-05-25 |
Family
ID=75942894
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202022025862.3U Expired - Fee Related CN213268969U (en) | 2020-09-16 | 2020-09-16 | Prestressed reinforced concrete perforated plate kinking tool |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN213268969U (en) |
-
2020
- 2020-09-16 CN CN202022025862.3U patent/CN213268969U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2017107960A1 (en) | Connection device for use in vertical uplift resistance load of pre-buried foundation pile | |
CN102086677A (en) | Prefabricated reinforced concrete beam and connection joint of reinforced concrete column and beam | |
CN103334382A (en) | High-strength fiber material wedge anchoring device and construction method thereof | |
CN109653531A (en) | A kind of external prestressing steel strand connector and mating tensioning equipment | |
CN104929292B (en) | A kind of profiled sheet of use prestressing without bondn and the compoboard of concrete | |
CN209760863U (en) | External prestress steel strand connector and matched tensioning device | |
CN213268969U (en) | Prestressed reinforced concrete perforated plate kinking tool | |
CN104563103A (en) | Composite-reinforcement partially-prestressed concrete solid square pile and production method thereof | |
CN207079905U (en) | A kind of external scaffolding connects wall construction | |
CN110485631A (en) | There is the pretensioned prestressing precast beam of anchor head in a kind of end | |
CN207761302U (en) | One kind can be used in turn anchor pole tension tool | |
CN203383157U (en) | Wedge-shaped anchor device adopting high-strength fiber material | |
CN106948339B (en) | Steel reinforcement cage pipe penetrating guide and steel reinforcement cage pipe penetrating method | |
CN112012195B (en) | Construction method of precast pile anticorrosion hoisting structure | |
CN211007319U (en) | Beam end anchorage device for pre-tensioning method prestressed precast beam | |
CN204326498U (en) | Screw outrigger oblique pull wire rope fixing device | |
CN107700512A (en) | A kind of stake top of square pile and the connection method of cushion cap | |
CN103015415A (en) | Post-tensioned circular foundation pit support pile | |
CN208137282U (en) | A kind of steel bar anchoring device | |
CN220815050U (en) | Bow-type power transmission tower angle steel assembled reinforcing apparatus | |
CN112240002A (en) | Full-automatic hydraulic steel strand tractor | |
CN217581293U (en) | Secondary tensioning and releasing device for prestressed steel strands | |
CN212613371U (en) | High-rise building structure coupling beam | |
CN206319422U (en) | One kind is using the enhanced steel pipe steel beam connecting joint of prestressing force | |
CN214402365U (en) | Unbonded prestressed steel strand and steel honeycomb beam combined floor |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210525 |
|
CF01 | Termination of patent right due to non-payment of annual fee |