CN112723146A - Application installation equipment and construction method of corrugated pipe in gravel system - Google Patents
Application installation equipment and construction method of corrugated pipe in gravel system Download PDFInfo
- Publication number
- CN112723146A CN112723146A CN202011607377.5A CN202011607377A CN112723146A CN 112723146 A CN112723146 A CN 112723146A CN 202011607377 A CN202011607377 A CN 202011607377A CN 112723146 A CN112723146 A CN 112723146A
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- Prior art keywords
- expansion
- pipe
- corrugated
- piece
- clasping
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/42—Gripping members engaging only the external or internal surfaces of the articles
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
- B66C13/04—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
- B66C13/08—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joints Allowing Movement (AREA)
Abstract
The invention discloses an application installation device and a construction method of a corrugated pipe in a sand and stone system, wherein a telescopic part A extends downwards to enable a first holding ring section to be firstly clung to the periphery of the corrugated pipe, a telescopic part B and a telescopic part C extend downwards to enable a second holding ring section and a third holding ring section to form a holding clamping ring body around a hinge and the first holding ring section to hold the whole periphery of the corrugated pipe tightly, after two holding and holding mechanisms complete holding the two corrugated pipes tightly, when the two corrugated pipes are too far away, an expansion pipe is deflated through an air tap to enable the expansion pipe to become soft, the two corrugated pipes are enabled to be quickly close, then the expansion pipe is inflated through the air tap to improve the expansion hardness, the expansion pipe gradually expands and inclines from a large end to a small end, the two corrugated pipes are quickly moved and closed through an installation hole with a conical inner surface on a tension part, even if a crane rope shakes, the expansion pipe gradually hardens, the dislocation of the two corrugated pipes after displacement can be corrected, and the problem of dislocation after large-amplitude displacement is solved.
Description
Technical Field
The invention relates to application and installation equipment and a construction method of a corrugated pipe in a gravel system, and belongs to the technical field of construction.
Background
When using the bellows at grit system installation, need use the crane to combine the bandage to hoist between to the bellows and dock the installation, because the bellows is installed in the irrigation canals and ditches that is less than ground, the bellows drives the crane rope easily and rocks when lifting by crane, in order to avoid two need connect the bellows and take place to appear the dislocation after the displacement by a wide margin, lead to can only control the slow removal bellows of crane when lifting by crane, reduced the butt joint installation effectiveness between two bellows.
Disclosure of Invention
In order to solve the technical problems, the invention provides an application installation device and a construction method of a corrugated pipe in a gravel system.
The invention also provides a construction method of the corrugated pipe in the sandstone system.
The invention is realized by the following technical scheme.
The invention provides an application installation device of a corrugated pipe in a sand system, which comprises: the two clamping and clasping mechanisms are used for clamping and clasping the peripheries of the two corrugated pipes respectively;
and the damping drawing mechanism is used for drawing the two clamping and holding mechanisms.
The invention has the beneficial effects that: two clamping clasping mechanisms respectively clamp and clasp the peripheries of two corrugated pipes to be butted, the two corrugated pipes make the two corrugated pipes be close to the crane rope under the condition that the crane rope shakes, the problem of dislocation after large-amplitude displacement is solved, and the butt joint installation efficiency between the two corrugated pipes is improved.
The invention provides a construction method of a corrugated pipe in a gravel system, which uses an application and installation device of the corrugated pipe in the gravel system and comprises the following steps of assembling the corrugated pipe after basic treatment:
assembling the corrugated pipe: the lifting hook of the crane is hooked with the binding band fixed on the periphery of the corrugated pipe, the expansion piece A extends downwards to enable the first holding ring section to be firstly clung to the periphery of the corrugated pipe, the expansion piece B and the expansion piece C extend downwards to enable the second holding ring section, the third holding ring section and the first holding ring section to form holding clamping ring bodies around the hinge to hold the whole periphery of the corrugated pipe, after the two clamping and holding mechanisms hold the two corrugated pipes tightly, when the two corrugated pipes are too far away, the expansion pipe is deflated through the air tap, so that the expansion pipe becomes soft, the two corrugated pipes are enabled to be quickly close, then the expansion pipe is inflated through the air tap, the expansion hardness of the expansion pipe is improved, the expansion pipe gradually expands and inclines from the large end to the small end, the two corrugated pipes are quickly moved and closed through the mounting hole with the conical inner surface on the tension piece, even if the crane rope shakes, the dislocation after the displacement of the two corrugated pipes can be corrected after the expansion pipe is gradually hardened.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the present invention in use;
in the figure: 1-a clamping and clasping mechanism; 2-damping pull-in mechanism; 3-a corrugated tube; 11-a first hugging ring segment; 12-a telescoping member a; 13-a second hugging ring segment; 14-a third hugging ring segment; 15-telescoping piece B; 16-a telescopic member C; 17-a tension member; 18-mounting holes; 21-an expansion pipe; 22-air nozzle; 23-sealing body.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
See fig. 1-2.
The invention provides an application installation device of a corrugated pipe in a sand system, which comprises: two clamping and clasping mechanisms 1 which clamp and clasping the peripheries of the two corrugated pipes 3 respectively;
and a damping drawing-in mechanism 2 for drawing in the two clamping and holding mechanisms 1.
Two centre gripping enclasping mechanisms 1 carry out the centre gripping respectively to two bellows 3 peripheries that will carry out the butt joint and enclasping, and under the condition that the crane rope rocked, two bellows 3 make two bellows 3 be close to it fast through control damping mechanism 2 that draws close, have solved the problem that appears the dislocation after taking place to a great extent displacement, have improved the butt joint installation effectiveness between two bellows 3.
The clamping and clasping mechanism 1 comprises a first clasping ring segment 11, a telescopic component A12 fixed with the outer surface of the first clasping ring segment 11, a second clasping ring segment 13 and a third clasping ring segment 14 which are rotatably connected with two ends of the first clasping ring segment 11 through hinges, wherein the first clasping ring segment 11, the second clasping ring segment 13 and the third clasping ring segment 14 form a clasping clamping ring body which is larger than half of the periphery of the corrugated pipe 3 and has a constant radian with the corrugated pipe 3;
the second fastening ring segment 13 externally fixes a telescopic piece B15, and the third fastening ring segment 14 externally fixes a telescopic piece C16;
the top parts of the expansion piece A12, the expansion piece B15 and the expansion piece C16 are all fixed with the tension piece 17.
The telescopic piece A12, the telescopic piece B15 and the telescopic piece C16 are telescopic hydraulic cylinders or telescopic pneumatic cylinders.
The top parts of the expansion piece A12, the expansion piece B15 and the expansion piece C16 are all welded and fixed with the tension piece 17.
The outer surface of the second holding ring segment 13 is fixed with a telescopic piece B15 through a screw; the outer surface of the third holding ring segment 14 is fixed with a telescopic piece C16 through a screw; the first holding ring segment 11 is externally fixed with a telescopic piece A12 through a screw.
The damping pulling-in mechanism 2 comprises an expansion pipe 21, the expansion pipe 21 is hollow, the expansion pipe 21 is made of rubber materials with different expansion coefficients, and the large end is gradually expanded to the small end to be integrally inclined when the expansion pipe 21 is expanded;
the air tap 22 is communicated with the inside of the expansion pipe 21, and the expansion pipe 21 is inflated and deflated through the air tap 22.
One end of the expansion pipe 21 is provided with an opening, the opening is matched with a sealing body 23 for sealing the opening, and the hollow inside of the expansion pipe 21 is cleaned and adjusted by detaching the sealing body 23.
The sealing body 23 is screwed with the expansion pipe 21 at the opening end through threads, so that the sealing performance of sealing the opening is improved.
The tension pieces 17 on the two clamping and clasping mechanisms 1 are provided with mounting holes 18 for drawing, the inner surfaces of the mounting holes 18 are conical, and the expansion pipes 21 penetrate through the mounting holes 18 of the two tension pieces 17.
The invention provides a construction method of a corrugated pipe in a gravel system, which uses the application and installation equipment of the corrugated pipe in the gravel system, and comprises the following steps of assembling the corrugated pipe after basic treatment:
assembling the corrugated pipe: the lifting hook of the crane is hooked with a binding band fixed on the periphery of the corrugated pipe 3, the expansion piece A12 extends downwards to enable the first holding ring segment 11 to be tightly attached to the periphery of the corrugated pipe 3 firstly, the expansion piece B15 and the expansion piece C16 extend downwards to enable the second holding ring segment 13 and the third holding ring segment 14 to form a holding clamping ring body around a hinge and the first holding ring segment 11 to hold the whole periphery of the corrugated pipe 3 tightly, after the two clamping and holding mechanisms 1 complete holding the two corrugated pipes 3 tightly, when the two corrugated pipes 3 are too far away, the expansion pipe 21 is deflated through the air nozzle 22 to enable the expansion pipe 21 to become soft, so that the two corrugated pipes 3 are quickly close, then the expansion pipe 21 is inflated through the air nozzle 22, the expansion hardness of the expansion pipe 21 is improved, the expansion pipe gradually expands and inclines from the large end to the small end, the two corrugated pipes 3 are quickly moved and closed through the mounting hole 18 with the conical inner surface on the tension, after the expansion tube 21 becomes gradually hardened, the displacement of the two corrugated tubes 3 is corrected.
Claims (10)
1. An apparatus for installing corrugated tubing in a sand system, comprising: two clamping and clasping mechanisms (1) which clamp and clasp the peripheries of the two corrugated pipes (3) respectively; and the damping drawing mechanism (2) is used for drawing the two clamping and holding mechanisms (1).
2. Use of a bellows according to claim 1 in a sand system for installation of equipment, wherein: the clamping and clasping mechanism (1) comprises a first clasping ring segment (11), a telescopic part A (12) fixed on the outer surface of the first clasping ring segment (11), a second clasping ring segment (13) and a third clasping ring segment (14), wherein the second clasping ring segment (13) and the third clasping ring segment (14) are rotatably connected with two ends of the first clasping ring segment (11) through hinges, and the first clasping ring segment (11), the second clasping ring segment (13) and the third clasping ring segment (14) form a clasping clamping ring body which is larger than one half of the outer periphery of the corrugated pipe (3) and has a constant radian with the corrugated pipe (3); an expansion piece B (15) is fixed on the outer surface of the second holding ring section (13), and an expansion piece C (16) is fixed on the outer surface of the third holding ring section (14); the top parts of the telescopic piece A (12), the telescopic piece B (15) and the telescopic piece C (16) are fixed and fixed with the tension piece (17).
3. Use of a bellows according to claim 2 in a sand system for installation of equipment, wherein: the telescopic piece A (12), the telescopic piece B (15) and the telescopic piece C (16) are telescopic hydraulic cylinders or telescopic pneumatic cylinders.
4. Use of a bellows according to claim 2 in a sand system for installation of equipment, wherein: the top parts of the telescopic piece A (12), the telescopic piece B (15) and the telescopic piece C (16) are fixed and welded with the tension piece (17).
5. Use of a bellows according to claim 2 in a sand system for installation of equipment, wherein: the outer surface of the second holding ring section (13) is fixed with a telescopic part B (15) through a screw; the outer surface of the third holding ring segment (14) is fixed with a telescopic piece C (16) through a screw; the outer surface of the first holding ring segment (11) is fixed with a telescopic piece A (12) through a screw.
6. Use of a bellows according to claim 2 in a sand system for installation of equipment, wherein: the damping pulling-in mechanism (2) comprises an expansion pipe (21), the expansion pipe (21) is hollow, the expansion pipe (21) is made of rubber materials with different expansion coefficients, and the large end of the expansion pipe (21) gradually expands towards the small end to form an inclined whole when expanding;
the air tap (22), air tap (22) communicate inside expansion pipe (21), realize inflating the gassing to expansion pipe (21) through air tap (22).
7. Use of a bellows according to claim 6 in a sand system for installation of equipment, wherein: one end of the expansion pipe (21) is provided with an opening, and the opening is matched with a sealing body (23) for sealing the opening.
8. Use of a bellows according to claim 6 in a sand system for installation of equipment, wherein: the sealing body (23) is screwed with the expansion pipe (21) at the opening end through threads.
9. Use of a bellows according to claim 6 or 8 in a sand system to install equipment, wherein: the tension pieces (17) on the two clamping and clasping mechanisms (1) are provided with mounting holes (18) for pulling, the inner surfaces of the mounting holes (18) are conical, and the expansion pipes (21) penetrate through the mounting holes (18) of the two tension pieces (17).
10. A construction method of a corrugated pipe in a sand system, using the corrugated pipe installation equipment of any one of claims 1 to 9, comprising the steps of:
assembling the corrugated pipe: a lifting hook of a crane is connected with a binding band hook fixed on the periphery of a corrugated pipe (3), an expansion piece A (12) extends downwards to enable a first enclasping ring section (11) to be firstly attached to the periphery of the corrugated pipe (3), an expansion piece B (15) and an expansion piece C (16) extend downwards to enable a second enclasping ring section (13) and a third enclasping ring section (14) to form an enclasping clamping ring body around a hinge and the first enclasping ring section (11) to enclasp the whole periphery of the corrugated pipe (3), after two clamping enclasping mechanisms (1) complete enclasping two corrugated pipes (3), when the two corrugated pipes (3) are far away, the expansion pipe (21) is deflated through an air nozzle (22) to enable the expansion pipe (21) to become soft, the two corrugated pipes (3) are enabled to be fast close to each other, then the expansion pipe (21) is inflated through the air nozzle (22), the expansion hardness of the expansion pipe (21) is improved, and the expansion, the two corrugated pipes (3) are quickly moved and folded through the mounting holes (18) with conical inner surfaces on the tension pieces (17), and even if a crane rope shakes, the expansion pipe (21) is gradually hardened, and the dislocation of the two corrugated pipes (3) after displacement can be corrected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011607377.5A CN112723146B (en) | 2020-12-29 | 2020-12-29 | Application installation equipment and construction method of corrugated pipe in gravel system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011607377.5A CN112723146B (en) | 2020-12-29 | 2020-12-29 | Application installation equipment and construction method of corrugated pipe in gravel system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112723146A true CN112723146A (en) | 2021-04-30 |
| CN112723146B CN112723146B (en) | 2022-06-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011607377.5A Active CN112723146B (en) | 2020-12-29 | 2020-12-29 | Application installation equipment and construction method of corrugated pipe in gravel system |
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| Country | Link |
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| CN (1) | CN112723146B (en) |
Citations (11)
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|---|---|---|---|---|
| US5603544A (en) * | 1995-06-07 | 1997-02-18 | Maxibar, L.P. | Compression cap assembly for spreader pipe |
| CA2641321A1 (en) * | 2007-10-23 | 2009-04-23 | Tim Martin | Pipe grapple apparatus and method |
| CN102398131A (en) * | 2010-09-10 | 2012-04-04 | 中国石油化工股份有限公司 | Vertical pipe jointing device for expansion corrugated pipes and pipe jointing welding method |
| CN103171968A (en) * | 2013-04-12 | 2013-06-26 | 中交一航局第二工程有限公司 | Lifting rigging for tooth-shaped components |
| CN107188021A (en) * | 2017-06-15 | 2017-09-22 | 中交航局第工程有限公司 | The pile hanging method of super-length prestressed concrete-pile |
| CN108016984A (en) * | 2017-12-26 | 2018-05-11 | 四川建筑职业技术学院 | A kind of mechanical splice building pipeline lifting fixator |
| US20180274305A1 (en) * | 2017-03-27 | 2018-09-27 | Tei Rock Drills, Inc. | Rod and casing handler |
| CN208886145U (en) * | 2018-09-07 | 2019-05-21 | 泰州三和环保工程有限公司 | A kind of GRP pipe facilitating carrying |
| CN110056711A (en) * | 2018-01-18 | 2019-07-26 | 中石化石油工程技术服务有限公司 | A kind of self-tipping type lowering equipment |
| CN209940254U (en) * | 2019-03-19 | 2020-01-14 | 安徽联开建设工程有限责任公司 | Bored concrete pile steel reinforcement cage hoist device |
| CN211769747U (en) * | 2020-01-31 | 2020-10-27 | 烟台胜福派管道技术有限公司 | Pipeline hoisting clamping sleeve |
-
2020
- 2020-12-29 CN CN202011607377.5A patent/CN112723146B/en active Active
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|---|---|---|---|---|
| US5603544A (en) * | 1995-06-07 | 1997-02-18 | Maxibar, L.P. | Compression cap assembly for spreader pipe |
| CA2641321A1 (en) * | 2007-10-23 | 2009-04-23 | Tim Martin | Pipe grapple apparatus and method |
| CN102398131A (en) * | 2010-09-10 | 2012-04-04 | 中国石油化工股份有限公司 | Vertical pipe jointing device for expansion corrugated pipes and pipe jointing welding method |
| CN103171968A (en) * | 2013-04-12 | 2013-06-26 | 中交一航局第二工程有限公司 | Lifting rigging for tooth-shaped components |
| US20180274305A1 (en) * | 2017-03-27 | 2018-09-27 | Tei Rock Drills, Inc. | Rod and casing handler |
| CN107188021A (en) * | 2017-06-15 | 2017-09-22 | 中交航局第工程有限公司 | The pile hanging method of super-length prestressed concrete-pile |
| CN108016984A (en) * | 2017-12-26 | 2018-05-11 | 四川建筑职业技术学院 | A kind of mechanical splice building pipeline lifting fixator |
| CN110056711A (en) * | 2018-01-18 | 2019-07-26 | 中石化石油工程技术服务有限公司 | A kind of self-tipping type lowering equipment |
| CN208886145U (en) * | 2018-09-07 | 2019-05-21 | 泰州三和环保工程有限公司 | A kind of GRP pipe facilitating carrying |
| CN209940254U (en) * | 2019-03-19 | 2020-01-14 | 安徽联开建设工程有限责任公司 | Bored concrete pile steel reinforcement cage hoist device |
| CN211769747U (en) * | 2020-01-31 | 2020-10-27 | 烟台胜福派管道技术有限公司 | Pipeline hoisting clamping sleeve |
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| Publication number | Publication date |
|---|---|
| CN112723146B (en) | 2022-06-28 |
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