CN209614691U - A kind of Precast Pier Columns steel reinforcement cage locating rack - Google Patents
A kind of Precast Pier Columns steel reinforcement cage locating rack Download PDFInfo
- Publication number
- CN209614691U CN209614691U CN201920145472.4U CN201920145472U CN209614691U CN 209614691 U CN209614691 U CN 209614691U CN 201920145472 U CN201920145472 U CN 201920145472U CN 209614691 U CN209614691 U CN 209614691U
- Authority
- CN
- China
- Prior art keywords
- sliding
- stationary positioned
- reinforcement cage
- ring
- steel reinforcement
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of Precast Pier Columns steel reinforcement cage locating racks, including firm banking, fixed support plate, stationary positioned ring and sliding positioning ring, the fixed support plate is provided at the upper side of the firm banking, the fixed support plate side is provided with sliding rail, it is provided with sliding block on the sliding rail, sliding locating support is provided on the sliding block.Beneficial effect is: being connected between the stationary positioned ring in the utility model and stationary positioned bracket and sliding positioning ring and sliding locating support by attachment screw, stationary positioned ring and sliding positioning ring can be replaced in real time according to the outer diameter size of Precast Pier Columns steel reinforcement cage, the use scope of locating rack can effectively be expanded, pass through setting sliding buckle and card slot, and tear down operations fixed to the rapid card pressing of straight reinforcing bar may be implemented, promote the efficiency of preparation before Precast Pier Columns steel reinforcement cage welds.
Description
Technical field
The utility model relates to Precast Pier Columns steel reinforcement cage auxiliary machining device technical fields, and in particular to a kind of Precast Pier Columns
Steel reinforcement cage locating rack.
Background technique
Steel reinforcement cage primarily function is similarly, mainly to play drawing-resistant function with the stress of pillar longitudinal reinforcement, concrete
Compression strength is high but tensile strength is very low.Play the role of constraint to pile concrete, make it to bear certain horizontal force,
In bridges and culverts or high-building construction, drive piles according to requiring to may require basis, method be with using machine punching and
Water mill drilling, and hole depth reaches design requirement, then transfers steel reinforcement cage to stake holes, is inserted into conduit and carries out concrete casting,
Precast Pier Columns steel reinforcement cage during the welding process, in order to guarantee the consistency of size, needs to use locating rack, but existing pre-
Pier stud steel reinforcement cage locating rack processed mostly uses stationary structure, and a kind of locating rack can only be to a kind of Precast Pier Columns reinforcement cage structure
Progress positioning welding operation, restricted application, meanwhile, mostly screw is used to crimp in the fixation to reinforcing bar, fixed and dismantling
Process is complicated, not easy to operate.
Utility model content
(1) technical problems to be solved
In order to overcome the shortage of prior art, it is proposed that a kind of Precast Pier Columns steel reinforcement cage locating rack solves existing pre-
Pier stud steel reinforcement cage locating rack restricted application processed, and problem fixed and that dismantling process is complicated, not easy to operate.
(2) technical solution
The utility model is achieved through the following technical solutions: being used and is determined the utility model proposes a kind of Precast Pier Columns steel reinforcement cage
Position frame, including firm banking, fixed support plate, stationary positioned ring and sliding positioning ring, firm banking upper side setting
There is the fixed support plate, the fixed support plate side is provided with sliding rail, sliding block is provided on the sliding rail, on the sliding block
It is provided with sliding locating support, the sliding locating support is internally provided with the sliding positioning ring, on the fixed support plate
Side is provided with stationary positioned bracket, and the stationary positioned internal stent is provided with the stationary positioned ring, the stationary positioned ring
With form counterbore on the sliding positioning ring, form spiral shell on the stationary positioned bracket and the sliding locating support
Pit, the counterbore and the threaded hole are internally provided with attachment screw, on the stationary positioned ring and the sliding positioning ring
It is provided with guide type shoe, pilot hole is formed on the guide type shoe, the pilot hole is internally provided with guiding buckle, described
Guiding buckle side is provided with card slot, and the guiding buckle other side is provided with pull ring, and the card slot is internally provided with straight reinforcing bar,
Steel hoop is provided between the straight reinforcing bar.
Further, the fixed support plate is bolted with the firm banking, the stationary positioned bracket with
The fixed support plate is bolted.
Further, the sliding rail is connected by screw to the firm banking, the sliding block and sliding positioning branch
Frame is connected by screw to, and the sliding rail is slidably connected with the sliding block.
Further, the stationary positioned bracket is connect with the stationary positioned ring by the attachment screw, the cunning
Dynamic locating support is connect with the sliding positioning ring by the attachment screw.
Further, the guide type shoe and the stationary positioned ring and the sliding positioning ring are connected by screw
It connects, the guiding buckle is slidably connected with the guide type shoe.
Further, the guiding buckle is welded with the pull ring, and the guiding buckle is welded with the card slot.
Further, the straight reinforcing bar is connect with the card slot by card pressure mode, the steel hoop and the straight steel
Muscle overlap joint.
(3) beneficial effect
The utility model compared with the existing technology, has the advantages that
1, stationary structure is mostly used to solve existing Precast Pier Columns steel reinforcement cage locating rack, a kind of locating rack can only be right
Positioning welding operation is carried out with a kind of Precast Pier Columns reinforcement cage structure, the problem of restricted application, consolidating in the utility model
Determine to connect between positioning ring and stationary positioned bracket and sliding positioning ring and sliding locating support by attachment screw, Ke Yigen
Stationary positioned ring and sliding positioning ring are replaced in real time according to the outer diameter size of Precast Pier Columns steel reinforcement cage, can effectively be expanded
The use scope of big locating rack;
2, mostly screw is used to crimp in the fixation to reinforcing bar to solve existing Precast Pier Columns steel reinforcement cage locating rack, it is fixed
Complicated, the not easy to operate problem with dismantling process, the utility model may be implemented by setting sliding buckle and card slot to straight steel
The rapid card pressing of muscle is fixed and tear down operations, promotion Precast Pier Columns steel reinforcement cage weld the efficiency of preceding preparation.
Detailed description of the invention
Fig. 1 is a kind of main view of Precast Pier Columns steel reinforcement cage locating rack described in the utility model;
Fig. 2 is a kind of left view of Precast Pier Columns steel reinforcement cage locating rack described in the utility model;
Fig. 3 is that locating support and sliding positioning are slided in a kind of Precast Pier Columns steel reinforcement cage locating rack described in the utility model
The connection relationship diagram of ring;
Fig. 4 is the company of guiding buckle and guide type shoe in a kind of Precast Pier Columns steel reinforcement cage locating rack described in the utility model
Connect relation schematic diagram.
The reference numerals are as follows:
1, firm banking;2, fixed support plate;3, sliding rail;4, sliding block;5, stationary positioned bracket;6, locating support is slided;
7, stationary positioned ring;8, positioning ring is slided;9, guide type shoe;10, guiding buckle;11, card slot;12, pull ring;13, straight reinforcing bar;
14, steel hoop;15, counterbore;16, attachment screw;17, threaded hole;18, pilot hole.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
As Figure 1-Figure 4, a kind of Precast Pier Columns steel reinforcement cage locating rack, including it is firm banking 1, fixed support plate 2, solid
Determine positioning ring 7 and sliding positioning ring 8, fixed support plate 2, the setting of 2 side of fixed support plate are provided at the upper side of firm banking 1
There is sliding rail 3, sliding block 4 is provided on sliding rail 3, sliding locating support 6 is provided on sliding block 4, sliding rail 3 and sliding block 4 are sliding positioning
The mobile offer guiding of bracket 6, sliding locating support 6 are internally provided with sliding positioning ring 8, are provided with above fixed support plate 2
Stationary positioned bracket 5, stationary positioned bracket 5 are internally provided with stationary positioned ring 7, and sliding positioning ring 8 and stationary positioned ring 7 use
Attachment screw 16 is fixed, facilitates and is replaced according to the size of Precast Pier Columns steel reinforcement cage, expands the scope of application of this locating rack, Gu
Determine to form counterbore 15 on positioning ring 7 and sliding positioning ring 8, be formed on stationary positioned bracket 5 and sliding locating support 6
Threaded hole 17, counterbore 15 and threaded hole 17 are internally provided with attachment screw 16, are all provided on stationary positioned ring 7 and sliding positioning ring 8
It is equipped with guide type shoe 9, pilot hole 18 is formed on guide type shoe 9, pilot hole 18 is internally provided with guiding buckle 10, pilot hole 18
Guiding is provided for the movement of guiding buckle 10,10 sides of guiding buckle are provided with card slot 11, and card slot 11 is used to fix straight reinforcing bar 13,
10 other sides of guiding buckle are provided with pull ring 12, and pull ring 12 is convenient to the slide for buckling 10 is oriented to, and are arranged inside card slot 11
There is straight reinforcing bar 13, is provided with steel hoop 14 between straight reinforcing bar 13.
Wherein, fixed support plate 2 is bolted with firm banking 1, and stationary positioned bracket 5 and fixed support plate 2 are logical
It crosses and is bolted, sliding rail 3 is connected by screw to firm banking 1, and sliding block 4 is connected by screw to sliding locating support 6, sliding rail
3 are slidably connected with sliding block 4, and stationary positioned bracket 5 and stationary positioned ring 7 are connect by attachment screw 16, sliding locating support 6 with
Sliding positioning ring 8 is connected by attachment screw 16, and guide type shoe 9 and stationary positioned ring 7 and sliding positioning ring 8 pass through screw
Connection, guiding buckle 10 are slidably connected with guide type shoe 9, and guiding buckle 10 is welded with pull ring 12, guiding buckle 10 and card slot 11
Welding, straight reinforcing bar 13 are connect with card slot 11 by card pressure mode, and steel hoop 14 and straight reinforcing bar 13 overlap.
A kind of working principle for Precast Pier Columns steel reinforcement cage locating rack that the utility model is mentioned: this Precast Pier Columns is being used
When steel reinforcement cage locating rack, first passes through firm banking 1 and fix this Precast Pier Columns steel reinforcement cage in place with locating rack, so
The stationary positioned ring 7 and sliding positioning ring 8 for selecting suitable size according to the size of precast reinforced pier stud cage afterwards, then pass through connection
Stationary positioned ring 7 and sliding positioning ring 8 are separately fixed inside stationary positioned bracket 5 and sliding locating support 6 by screw 16, are pushed away
Dynamic sliding locating support 6, is combined sliding positioning ring 8 with stationary positioned ring 7, is then pressed in straight reinforcing bar 13 card corresponding
Inside card slot 11, steel hoop 14 is placed between straight reinforcing bar 13, then straight reinforcing bar 13 and steel hoop 14 are welded,
After welding, by pulling guiding buckle 10, straight reinforcing bar 13 is taken out inside card slot 11, sliding sliding locating support 6 will
Precast Pier Columns steel reinforcement cage takes out, and completes positioning to Precast Pier Columns steel reinforcement cage welding process, is welded by locating rack, can be with
The effective consistency for guaranteeing Precast Pier Columns steel reinforcement cage size, and then ensure the consistency of cover to reinforcement, promote Precast Pier Columns
Quality.
Embodiment described above is only that preferred embodiments of the present invention are described, not practical to this
Novel conception and scope is defined.Without departing from the design concept of the present utility model, ordinary people in the field couple
The all variations and modifications that the technical solution of the utility model is made, should fall within the protection scope of the present utility model, this reality
With novel claimed technology contents, it is all described in the claims.
Claims (7)
1. a kind of Precast Pier Columns steel reinforcement cage locating rack, it is characterised in that: including firm banking (1), fixed support plate (2), consolidate
Determine positioning ring (7) and sliding positioning ring (8), is provided with the fixed support plate (2), institute at the upper side of the firm banking (1)
It states fixed support plate (2) side to be provided with sliding rail (3), be provided with sliding block (4) on the sliding rail (3), is arranged on the sliding block (4)
Have sliding locating support (6), the sliding locating support (6) is internally provided with the sliding positioning ring (8), the fixed support
It is provided with stationary positioned bracket (5) above plate (2), the stationary positioned bracket (5) is internally provided with the stationary positioned ring
(7), it is formed counterbore (15) on the stationary positioned ring (7) and the sliding positioning ring (8), the stationary positioned bracket
(5) it and is formed threaded hole (17) on the sliding locating support (6), the counterbore (15) and the threaded hole (17) are internal
It is provided with attachment screw (16), is provided with guide type shoe (9) on the stationary positioned ring (7) and the sliding positioning ring (8),
It is formed pilot hole (18) on the guide type shoe (9), the pilot hole (18) is internally provided with guiding buckle (10), described to lead
It is provided with card slot (11) to buckle (10) side, the guiding buckle (10) other side is provided with pull ring (12), the card slot
(11) it is internally provided with straight reinforcing bar (13), is provided with steel hoop (14) between the straight reinforcing bar (13).
2. a kind of Precast Pier Columns steel reinforcement cage locating rack according to claim 1, it is characterised in that: the fixed support plate
(2) it is bolted with the firm banking (1), the stationary positioned bracket (5) and the fixed support plate (2) pass through spiral shell
It tethers and connects.
3. a kind of Precast Pier Columns steel reinforcement cage locating rack according to claim 1, it is characterised in that: the sliding rail (3) with
The firm banking (1) is connected by screw to, and the sliding block (4) is connected by screw to the sliding locating support (6), described
Sliding rail (3) is slidably connected with the sliding block (4).
4. a kind of Precast Pier Columns steel reinforcement cage locating rack according to claim 1, it is characterised in that: the stationary positioned branch
Frame (5) is connect with the stationary positioned ring (7) by the attachment screw (16), the sliding locating support (6) and the cunning
Dynamic positioning ring (8) are connected by the attachment screw (16).
5. a kind of Precast Pier Columns steel reinforcement cage locating rack according to claim 1, it is characterised in that: the guide type shoe
(9) be connected by screw to the stationary positioned ring (7) and the sliding positioning ring (8), guiding buckle (10) with
The guide type shoe (9) is slidably connected.
6. a kind of Precast Pier Columns steel reinforcement cage locating rack according to claim 1, it is characterised in that: the guiding buckle
(10) it is welded with the pull ring (12), the guiding buckle (10) and the card slot (11) is welded.
7. a kind of Precast Pier Columns steel reinforcement cage locating rack according to claim 1, it is characterised in that: the straight reinforcing bar (13)
It is connect with the card slot (11) by card pressure mode, the steel hoop (14) and the straight reinforcing bar (13) overlap.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920145472.4U CN209614691U (en) | 2019-01-28 | 2019-01-28 | A kind of Precast Pier Columns steel reinforcement cage locating rack |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920145472.4U CN209614691U (en) | 2019-01-28 | 2019-01-28 | A kind of Precast Pier Columns steel reinforcement cage locating rack |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209614691U true CN209614691U (en) | 2019-11-12 |
Family
ID=68452119
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920145472.4U Expired - Fee Related CN209614691U (en) | 2019-01-28 | 2019-01-28 | A kind of Precast Pier Columns steel reinforcement cage locating rack |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209614691U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110965464A (en) * | 2019-12-24 | 2020-04-07 | 中铁十八局集团第四工程有限公司 | Anti-poking sheet and use method thereof |
CN112171156A (en) * | 2020-09-28 | 2021-01-05 | 中国建筑土木建设有限公司 | Positioning device, positioning structure and construction method for steel bar clamp of steel bar cage seam welder |
CN113622679A (en) * | 2021-06-22 | 2021-11-09 | 刘宗远 | Be used for prefabricated assembled construction of cast-in-place frame post steel reinforcement cage to strengthen device |
-
2019
- 2019-01-28 CN CN201920145472.4U patent/CN209614691U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110965464A (en) * | 2019-12-24 | 2020-04-07 | 中铁十八局集团第四工程有限公司 | Anti-poking sheet and use method thereof |
CN110965464B (en) * | 2019-12-24 | 2021-06-25 | 中铁十八局集团第四工程有限公司 | Anti-poking sheet and use method thereof |
CN112171156A (en) * | 2020-09-28 | 2021-01-05 | 中国建筑土木建设有限公司 | Positioning device, positioning structure and construction method for steel bar clamp of steel bar cage seam welder |
CN113622679A (en) * | 2021-06-22 | 2021-11-09 | 刘宗远 | Be used for prefabricated assembled construction of cast-in-place frame post steel reinforcement cage to strengthen device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN209614691U (en) | A kind of Precast Pier Columns steel reinforcement cage locating rack | |
CN107227808B (en) | A kind of buckling-restrained steel plate shear force wall system of full assembled | |
CN206722404U (en) | Horizontal reinforcing apparatus of narrow end wall unilateral formwork | |
CN208309797U (en) | Steel tube concrete beam and column cross connection node structure | |
CN101220593A (en) | Fastening method of post-treating pipe pile break with pre-stress pipe pile construction | |
CN104929278A (en) | Assembly type dense column hollow shear wall structure | |
CN201962684U (en) | Internal support wale reinforcing device | |
CN106978909A (en) | A kind of method that beams of concrete is connected with profile steel concrete column joint reinforcing bar | |
CN108442386A (en) | A kind of removable core expands body anchor structure device and its assembly construction method | |
CN203284735U (en) | Anti-blocking grouting device for cast-in-place continuous beam vertical prestressing rib metal corrugated pipe | |
CN201751461U (en) | Bracket for constructing high pier capping beam | |
CN205501843U (en) | Consolidate rigid framed arch bridge | |
CN206768833U (en) | A kind of concrete support and steel lattice column attachment structure | |
CN105862902A (en) | Steel-concrete nested composite cylinder foundation structure and construction equipment and method thereof | |
CN103669875A (en) | Tamping assist device for concrete pouring and manufacture method thereof | |
CN106013014B (en) | A kind of jacked piles with small section side wall lining formwork erection constructing device | |
CN208858357U (en) | A kind of adjustable builder's staging for heavy grade tunnel | |
CN208718381U (en) | A kind of blocking apparatus of different strength concrete | |
CN201474703U (en) | Bearing structure of consolidated ring of hydraulic tunnel | |
CN106703023B (en) | A kind of four wing prefabricated pile of hydraulic paddle type mill and its construction method | |
CN201660884U (en) | Mechanical connection structure for uplift pile foundation | |
CN209682483U (en) | The hydraulic gliding model lower part automatic hydraulic pull rod device of T beam | |
CN204983246U (en) | Hollow shear wall structure of close post of assembled | |
CN101736694B (en) | Technology of front-nose-girder anchor support of 900 bridge erecting machine for passenger railway line | |
CN102505668B (en) | Construction method for reinforcing horizontal crack of gravity dam head by using steel bar |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191112 Termination date: 20210128 |