CN205348157U - Pedestal is transferred to drilling bored concrete pile steel reinforcement cage - Google Patents
Pedestal is transferred to drilling bored concrete pile steel reinforcement cage Download PDFInfo
- Publication number
- CN205348157U CN205348157U CN201521135646.7U CN201521135646U CN205348157U CN 205348157 U CN205348157 U CN 205348157U CN 201521135646 U CN201521135646 U CN 201521135646U CN 205348157 U CN205348157 U CN 205348157U
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- pedestal
- location
- plate
- reinforcement cage
- steel reinforcement
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Abstract
The utility model provides a pedestal is transferred to drilling bored concrete pile steel reinforcement cage, its characterized in that is provided with steel reinforcement cage matched with locating hole including supporting in the outside pedestal body in drill way on the pedestal body, evenly be provided with a plurality of inside locating plates of steel reinforcement cage that stretch into on the pedestal body. Locating plate place plane is parallel with the axis of steel reinforcement cage, and the both ends at locating plate top are upwards extended and are formed the limiting plate. The utility model discloses install and guarantee the reliability of suspending in midair simple and easy the time.
Description
Technical field
This utility model relates to aperture filling pile cage of reinforcement construction field, is specifically related to a kind of borehole filling pile cage of reinforcement and transfers pedestal.
Background technology
At present, steel reinforcement cage is transferred and is generally adopted following way: pile foundation aperture is complete possess and transfer steel reinforcement cage condition after, place cleaning, then open ports transfers steel reinforcement cage, and pile foundation casing surrounding is generally unshielded, or simply lays springboard.In decentralization process, steel reinforcement cage suspends in midair temporarily and is typically chosen small-sized firm or steel pipe traverse steel reinforcement cage.
Adopt and have the disadvantage that in this way: 1) there is hidden danger in aperture surrounding security protection；2) large diameter pile foundation reinforcing bar is closeer, and interim suspention shaped steel cannot pass steel reinforcement cage, if selecting little shaped steel can not meet again requirement for bearing capacity, shaped steel is yielding, and loss is big.Twitch back and forth when transferring and delay the time of transferring, and heavy many people of needs coordinate.3) steel reinforcement cage adds man-hour, and steel reinforcement cage stiffening ring is out-of-level, and suspension centre unbalance stress or only 2～3 suspension centre stress when adopting conventional approach suspention, stiffening ring is easy to fall off；4) steel reinforcement cage is typically chosen after having transferred and is welded on steel pile casting by steel reinforcement cage hanging steel bar or is suspended on platform with shoulder pole girder, affects subsequent operation；5) affect catheter clamp to install；6) the fragile loss of shaped steel of interim processing or diverted by people；
Utility model content
The purpose of this utility model is aiming at the defect of prior art, it is provided that a kind of borehole filling pile cage of reinforcement transfers pedestal, installs the easy reliability simultaneously ensureing suspention.
This utility model provides a kind of borehole filling pile cage of reinforcement and transfers pedestal, it is characterized in that the pedestal body including can being supported on outside aperture, pedestal body is provided with the hole, location that steel reinforcement cage matches, pedestal body is evenly arranged with multiple location-plate stretched within steel reinforcement cage.
Described location-plate place plane is parallel with the axis of steel reinforcement cage, and the two ends at location-plate top upwardly extend formation limiting plate.
Being evenly arranged with, on described pedestal body, the fixture matched with location-plate, fixture is provided with the installing hole matched with location-plate, location-plate pivot bush unit is in installing hole, and limiting plate matches with the edge of installing hole.
Described pedestal body is that four root type steel head and the tail connect the rectangular configuration formed, and location-plate is 4 and is respectively arranged at the central authorities on four limits of pedestal body.
Being provided with shoulder guard between the two root type steel that described pedestal body is adjacent, shoulder guard side is fixing with two root type steel to be connected, and the opposite side of shoulder guard is curved, and the arc-shaped side of four pieces of shoulder guards complements each other to form hole, location.
The end of described two parallel root type steel all stretches out formation bracing frame along its axis.
This utility model adopts four to be uniformly distributed and mobilizable location-plate inserts the mode of steel reinforcement cage stiffening ring and realizes the suspention of steel reinforcement cage, it is ensured that accurate positioning is not easily moved, and is prone to turnover simultaneously.This utility model is provided with the pedestal body that can be supported on orifice edge, it is ensured that position fixing process safe and reliable.The limiting plate that location-plate is arranged can be prevented effectively from coming off of steel reinforcement cage, is further ensured that the stability of suspention process.Pedestal body is provided with the shoulder guard matched with aperture, reduces the potential safety hazard of aperture surrounding.Pedestal body is provided with bracing frame, is further ensured that the stability in use procedure and safety.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is that this utility model uses schematic diagram；
Wherein, 1-pedestal body, 2-location-plate, 3-fixture, 4-limiting plate, 5-installing hole, 6-positions hole, 7-bracing frame, 8-shoulder guard, 9-steel reinforcement cage, 10-steel pile casting, 11-aperture.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, it is simple to be well understood to this utility model, but this utility model is not constituted restriction by them.
As shown in Figure 1, this utility model provides a kind of borehole filling pile cage of reinforcement and transfers pedestal, including the pedestal body 1 can being supported on outside aperture 11, pedestal body 1 is provided with the hole, location 6 that steel reinforcement cage 9 matches, pedestal body 1 is evenly arranged with multiple location-plate 2 stretched within steel reinforcement cage 9, it is achieved steel reinforcement cage 9 suspends in midair in steel pile casting 10.Described location-plate 2 place plane is parallel with the axis of steel reinforcement cage 9, and the two ends at location-plate 2 top upwardly extend formation limiting plate 4.Described pedestal body 1 is that four root type steel head and the tail connect the square structures formed, and location-plate 2 is 4 and is respectively arranged at the central authorities on 1 four limits of pedestal body.On described pedestal body 1, uniform vertical is provided with the fixture 3 matched with location-plate 2, and fixture 3 is provided with the installing hole 5 matched with location-plate 2, and location-plate 2 pivot bush unit is in installing hole 5 and can swing in installing hole 5.Limiting plate 4 matches with the edge of installing hole 5, can prevent location-plate 2 from coming off from installing hole 5 by the cooperation of limiting plate 4 and installing hole 5.It is inserted simultaneously into the limiting plate 4 within steel reinforcement cage 9 also to coordinate with the inwall of steel reinforcement cage 9, it is ensured that stablizing of suspention process, it is to avoid steel reinforcement cage 9 comes off.
Being provided with shoulder guard 8 between the two root type steel that described pedestal body 1 is adjacent, shoulder guard 8 side is fixing with two root type steel to be connected, and the opposite side of shoulder guard 8 is curved, and the arc-shaped side of four pieces of shoulder guards 8 complements each other to form hole 6, location.It is structure for pedestal body 1, therefore and there is certain interval between edge, aperture 11, shoulder guard 8 is set and fills up totally-enclosed outside guarantee aperture, above-mentioned gap 11, operate safety.
The end of described two parallel root type steel all stretches out along its axis and forms bracing frame 7.During use, the shaped steel of pedestal body 1 can four or only two bracing frame 7 is set.The supporting force being used for spacer bar cage 9 is transferred to aperture 11 surrounding drilling platform by bracing frame 7, it is ensured that uniform force, is further ensured that the stability transferred in pedestal use procedure.
During use, first steel reinforcement cage 9 pedestal is installed, is positioned in outside edge, aperture 11.Then position adjustment, it is ensured that the axis in hole 6, location and the axis of steel pile casting 10 are on the same line.Then utilizing hoist cable to transfer steel reinforcement cage 9, transferring to appointment position now steel reinforcement cage 9 when steel reinforcement cage 9 has about 11m to be positioned at aperture 11, has about 1m to expose to outside aperture 11, suspends in midair temporarily.Promote location-plate 2, it is ensured that it enters in the stiffening ring of steel reinforcement cage 9.Release hoist cable also lifts by crane above next joint steel reinforcement cage 9 to aperture 11 with it.Then realize two joint steel reinforcement cages 9 fixing after, retract location-plate 2, continue the steel reinforcement cage after transferring lengthening 9.Transferring to when steel reinforcement cage 9 specifies the top of position and steel reinforcement cage 9 to have about 1m to expose to aperture 11, location-plate 2 is pushed the internal location realizing steel reinforcement cage 9 of steel reinforcement cage 9 of correspondence, and repeat the above steps, continue spreading steel reinforcement cage 9, to the last a joint steel reinforcement cage installs.Last catheter clamp of installing on pedestal body 1 carries out concreting, concreting complete after removal station seat body 1.
The content that this specification is not described in detail belongs to the known prior art of professional and technical personnel in the field.
Claims (6)
1. a borehole filling pile cage of reinforcement transfers pedestal, it is characterized in that the pedestal body (1) including can being supported on outside aperture, pedestal body (1) is provided with the hole, location (6) that steel reinforcement cage matches, pedestal body (1) is evenly arranged with multiple location-plate (2) stretched within steel reinforcement cage.
2. borehole filling pile cage of reinforcement according to claim 1 transfers pedestal, it is characterised in that location-plate (2) place plane is parallel with the axis of steel reinforcement cage, and the two ends at location-plate (2) top upwardly extend formation limiting plate (4).
3. borehole filling pile cage of reinforcement according to claim 2 transfers pedestal, it is characterized in that pedestal body (1) is evenly arranged with the fixture (3) matched with location-plate (2), fixture (3) is provided with the installing hole (5) matched with location-plate (2), location-plate (2) pivot bush unit is in installing hole (5), and limiting plate (4) matches with the edge of installing hole (5).
4. borehole filling pile cage of reinforcement according to claim 1 transfers pedestal, it is characterized in that pedestal body (1) is that four root type steel head and the tail connect the rectangular configuration formed, location-plate (2) is 4 and is respectively arranged at the central authorities on (1) four limit of pedestal body.
5. borehole filling pile cage of reinforcement according to claim 4 transfers pedestal, it is characterized in that being provided with shoulder guard (8) between the two root type steel that pedestal body (1) is adjacent, shoulder guard (8) side is fixing with two root type steel to be connected, the opposite side of shoulder guard (8) is curved, and the arc-shaped side of four pieces of shoulder guards (8) complements each other to form hole, location (6).
6. borehole filling pile cage of reinforcement according to claim 4 transfers pedestal, it is characterised in that the end of two parallel root type steel all stretches out along its axis and forms bracing frame (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521135646.7U CN205348157U (en) | 2015-12-31 | 2015-12-31 | Pedestal is transferred to drilling bored concrete pile steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521135646.7U CN205348157U (en) | 2015-12-31 | 2015-12-31 | Pedestal is transferred to drilling bored concrete pile steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348157U true CN205348157U (en) | 2016-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521135646.7U Expired - Fee Related CN205348157U (en) | 2015-12-31 | 2015-12-31 | Pedestal is transferred to drilling bored concrete pile steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348157U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858923A (en) * | 2017-10-19 | 2018-03-30 | 中交二航局第二工程有限公司 | The method positioned in pile foundation steel bar cage hole |
| CN108797597A (en) * | 2018-06-27 | 2018-11-13 | 中铁二局集团有限公司 | A kind of steel reinforcement cage mounting platform and its application method |
| CN108978644A (en) * | 2018-07-28 | 2018-12-11 | 江苏地基工程有限公司 | Energy saving and environment friendly bored pile construction method |
| CN110092290A (en) * | 2019-05-10 | 2019-08-06 | 西南石油大学 | A kind of steel reinforcement cage pay-off method of recyclable hangs muscle |
| CN110258539A (en) * | 2019-04-28 | 2019-09-20 | 安徽省公路桥梁工程有限公司 | Cast-in-situ bored pile and its construction method in water |
| CN112281854A (en) * | 2020-11-25 | 2021-01-29 | 成都城投建筑工程有限公司 | Cast-in-situ bored pile construction device |
-
2015
- 2015-12-31 CN CN201521135646.7U patent/CN205348157U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858923A (en) * | 2017-10-19 | 2018-03-30 | 中交二航局第二工程有限公司 | The method positioned in pile foundation steel bar cage hole |
| CN107858923B (en) * | 2017-10-19 | 2023-04-28 | 中交二航局第二工程有限公司 | Method for positioning pile foundation reinforcement cage hole |
| CN108797597A (en) * | 2018-06-27 | 2018-11-13 | 中铁二局集团有限公司 | A kind of steel reinforcement cage mounting platform and its application method |
| CN108978644A (en) * | 2018-07-28 | 2018-12-11 | 江苏地基工程有限公司 | Energy saving and environment friendly bored pile construction method |
| CN108978644B (en) * | 2018-07-28 | 2020-09-29 | 江苏地基工程有限公司 | Energy-saving and environment-friendly construction method for cast-in-situ bored pile |
| CN110258539A (en) * | 2019-04-28 | 2019-09-20 | 安徽省公路桥梁工程有限公司 | Cast-in-situ bored pile and its construction method in water |
| CN110258539B (en) * | 2019-04-28 | 2021-02-12 | 安徽省公路桥梁工程有限公司 | Underwater cast-in-situ bored pile and construction method thereof |
| CN110092290A (en) * | 2019-05-10 | 2019-08-06 | 西南石油大学 | A kind of steel reinforcement cage pay-off method of recyclable hangs muscle |
| CN110092290B (en) * | 2019-05-10 | 2020-05-08 | 西南石油大学 | Reinforcement cage lowering method capable of recycling hanging bars |
| CN112281854A (en) * | 2020-11-25 | 2021-01-29 | 成都城投建筑工程有限公司 | Cast-in-situ bored pile construction device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160629 Termination date: 20201231 |