CN103215607A - Construction method using hoisting clamp - Google Patents
Construction method using hoisting clamp Download PDFInfo
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- CN103215607A CN103215607A CN2013101189162A CN201310118916A CN103215607A CN 103215607 A CN103215607 A CN 103215607A CN 2013101189162 A CN2013101189162 A CN 2013101189162A CN 201310118916 A CN201310118916 A CN 201310118916A CN 103215607 A CN103215607 A CN 103215607A
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- link rod
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- acid
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Abstract
The invention provides a construction method using a hoisting clamp. The construction method using a hoisting clamp comprises the following steps of: constructing a first-layer masonry; placing a mortar ash template on the first-layer masonry; flatly paving mortar ash joints in the limited area of mortar ash template, and then paving an acid-resistant rubber layer on the mortar ash joints; clamping the hoisting clamp on the sidewall of a filling block, and horizontally lifting the filling block and placing the filling block on the acid-resistant rubber layer; removing the mortar ash template and tightly bonding the acid-resistant rubber layers at the both sides of the filling block on the both sides of the filling block; and paving mortar ash joints at one side of a second-layer masonry material, closely combining the mortar ash joints with the acid-resistant rubber layers at the both sides of the filling block, and finishing construction for a second-layer masonry. With the adoption of the construction method provided by the invention, heavy-weight beams can be accurately and conveniently installed, the construction speed is fast, and the construction quality is guaranteed.
Description
Technical field
The present invention relates to a kind of use lifting anchor clamps building method, be particularly related to the method for accurately building by laying bricks or stones fast about the grouan sliding beam in the pickling tank inside lining building engineering, especially when adopting the furan resin conduct to build grouan sliding beam building method in the acid resisting brick liner of clay by laying bricks or stones.
Background technology
Cold rolling workshop pickling tank acid resisting brick liner generally adopts furan resin as building clay by laying bricks or stones, the furan resin clay have solidify slow, before solidifying, clay is subjected to be easy under the ambient pressure characteristics of sliding deformation when masonry, the back clay utmost point is difficult to be removed clean from the masonry surface and solidify, if masonry quality can not meet the demands, the very trouble of then doing over again.Grouan slip fine strain of millet is arranged on the pickling tank bottom land masonry exactly, the long pickling line of a general 100m has 120 grouan slip fine strains of millet approximately, every heavily about 100kg, design is made up of furane resin clay and special-purpose acid-resisting rubber layer between slip fine strain of millet and the acid resisting brick masonry, requires disposable building by laying bricks or stones to put in place.If grouan slip fine strain of millet and second layer acid resisting brick are built by laying bricks or stones synchronously, because of furane resin are difficult for solidifying, when building adjacent acid resisting brick by laying bricks or stones, be easy to squeeze moving slip fine strain of millet, the fine strain of millet that causes sliding is difficult for the location, setting accuracy does not reach design requirements, and the grouan sliding beam is very easily polluted by furane resin simultaneously.Build the position by laying bricks or stones if adopt the fine strain of millet of reservation slip earlier, built the last installation in back grouan slip fine strain of millet by laying bricks or stones Deng acid resisting brick, promptly earlier spread the furane resin clay on acid resisting brick masonry surface, spread special-purpose acid-resisting rubber layer then, build grouan slip fine strain of millet at last by laying bricks or stones, but because of grouan slip fine strain of millet monolithic about 100kg, if pure employing manually is difficult to accurately build by laying bricks or stones so heavy grouan in the pre-opened hole, misoperation is squeezed the rubber layer of laying at a place easily, the acid resisting brick on next door is also broken up easily, both influenced masonry quality, progress is built in influence by laying bricks or stones again.
Summary of the invention
The technical problem to be solved in the present invention is the building method that uses the lifting anchor clamps is provided, and heavy weight beam can accurately be installed easily.
The invention provides a kind of building method that uses the lifting anchor clamps, comprising: build the first layer masonry by laying bricks or stones; Lay clay ash template on described the first layer masonry, tiling clay mortar joint in the zone that described clay ash template limits is laid the acid-resisting rubber layer then on described clay mortar joint; The lifting anchor clamps are clipped on the sidewall of described block filler, and level is mentioned described block filler and is put into above the described acid-resisting rubber layer; Remove described clay ash template and the acid-resisting rubber layer of described block filler both sides is close to described block filler both sides; And a side of second layer building material spread the clay mortar joint, and the clay mortar joint is combined tightly with the acid-resisting rubber layer of described block filler both sides, and finish building by laying bricks or stones of second layer masonry, wherein, described lifting anchor clamps comprise clamp, chuck, first link rod, second link rod, permanent seat and carrying handle, described carrying handle is a T font structure, described fixed seating is contained on the bar of vertical direction of described carrying handle, wherein said clamp, chuck, first link rod and second link rod are respectively a plurality of and with respect to the permanent seat symmetric arrangement, each side at described permanent seat: described chuck is arranged on the lower end of described clamp, first termination of described clamp is positioned at the upper end of clamp, second termination of described clamp is positioned at the side of clamp, one end of described first link rod and first termination of described clamp flexibly connect, the other end of described first link rod and described permanent seat flexibly connect, one end of described second link rod and second termination of described clamp flexibly connect, the other end of described second link rod and the lower end of described carrying handle flexibly connect, and described chuck is rubber or the iron block that the cut of file is arranged.
Described block filler is the grouan sliding beam.
After clay mortar joint in the zone that limits Deng the clay mortar joint of building the first layer masonry by laying bricks or stones and described clay ash template solidifies, the first layer masonry surface is cleared up.
Two sidewalls of the described block filler of each described lifting clamp clamps.
Described permanent seat is a circular casing, and described outside of sleeve is provided with and is used for and the movable otic placode that connects of first link rod.
Described carrying handle is that two steel pipes vertically are welded, and the lower end of the steel pipe of vertical direction is welded with and is used for and the movable otic placode that connects of second link rod.
Main beneficial effect of the present invention is:
1. method is easy to grasp: this method brick-building art that breaks traditions, use the lifting anchor clamps, and the speed of building by laying bricks or stones is fast, and masonry quality is secure.
2. safe and reliable: adopting the lifting anchor clamps to promote grouan, directly to lift slip fine strain of millet than two human hands steady, is difficult for landing, avoided landing casualty accident in carrying masonry granite slip fine strain of millet process, and the while guarantees that also the acid resisting brick masonry is not impaired.
Description of drawings
Below in conjunction with accompanying drawing technical scheme of the present invention is described in detail, so that characteristic of the present invention and advantage are more obvious.
Fig. 1 is the synoptic diagram of building the first layer masonry by laying bricks or stones according to the inventive method;
Fig. 2 is the synoptic diagram according to the clay mortar joint that tiles in the zone that clay ash template limits of the inventive method;
Fig. 3 is the synoptic diagram according to the installation sliding beam of the inventive method;
Fig. 4 is the synoptic diagram of building second layer masonry by laying bricks or stones according to the inventive method;
Fig. 5 is the grouan slip fine strain of millet sidewall synoptic diagram according to the inventive method;
Fig. 6 is the synoptic diagram according to the lifting clamp clamps grouan slip fine strain of millet of the inventive method;
Fig. 7 is the assembling synoptic diagram according to the lifting anchor clamps folder grouan slip fine strain of millet of the inventive method.
Among the figure: 1. the first layer masonry; 2. second layer masonry; 3. grouan slip fine strain of millet; 5. clay mortar joint; 6. acid-resisting rubber layer; 7. clamp; 9. chuck; 10. first link rod; 11. second link rod; 12. permanent seat; 13. carrying handle; 14. clay ash template.
Embodiment
In order to understand the present invention better, technical scheme of the present invention is described further below in conjunction with embodiment and accompanying drawing.
The building method of pickling tank grouan sliding beam provided by the invention is to use two sidewalls of lifting clamp clamps grouan slip fine strain of millet, steadily mentions grouan slip fine strain of millet by the workmen again and builds by laying bricks or stones.Referring to Fig. 1 to Fig. 7, the step of this method comprises:
The first step as Fig. 1, is at first finished building by laying bricks or stones of the first layer masonry 1 according to design requirements.
Second step, as Fig. 2, on the first layer masonry 1, lay clay ash template 14, tiling clay mortar joint 5 in the zone that clay ash template 14 limits is laid acid-resisting rubber layer 6 then on clay mortar joint 5.In one embodiment, wait the clay mortar joint 5 of tiling in the first layer masonry and the clay ash template 14 to solidify, again clay mortar joint and the first layer masonry surface are cleared up.In one embodiment, the area of acid-resisting rubber layer 6 is a grouan slip fine strain of millet 3(block filler) floorage and two lateral area sums.
In the 3rd step,, the lifting anchor clamps are clipped in described grouan slip fine strain of millet 3(block filler as Fig. 3, Fig. 6, Fig. 7) sidewall on, and level is mentioned grouan sliding beam 5 and is put on the acid-resisting rubber layer 6.Above-mentioned grouan slip fine strain of millet 3 monolithics are about 100kg, and its sidewall is the plane as shown in Figure 5, and described lifting anchor clamps are clipped on the side walls.
In the 4th step, remove clay ash template 14 and both sides acid-resisting rubber layer 6 is close to grouan sliding beam 5 both sides.
The 5th step, as Fig. 4, a side of second layer building material is spread clay mortar joint 5, and clay mortar joint 5 is combined tightly with acid-resisting rubber layer 6, finish building by laying bricks or stones of second layer masonry 2.
As Fig. 6, shown in Figure 7, described lifting anchor clamps comprise clamp 7, chuck 9, first link rod 10, second link rod 11, permanent seat 12 and carrying handle 13.Carrying handle 13 is a T font structure, vertically is welded with two steel pipes, and the lower end of the steel pipe of vertical direction is welded with and is used for and the movable otic placode that connects of second link rod.Otic placode is provided with pin-and-hole.Permanent seat 12 is sleeved on the bar of vertical direction of carrying handle 13.Permanent seat 12 is a circular casing, and outside of sleeve is provided with and is used for and the movable otic placode that connects of first link rod.Otic placode is provided with pin-and-hole.The sleeve pipe interior diameter is greater than the outside diameter of the vertical steel pipe of carrying handle 13.Wherein clamp 7, chuck 9, first link rod 10 and second link rod 11 are respectively a plurality of and with respect to permanent seat 12 symmetric arrangement, each side at permanent seat 12: chuck 9 is arranged on the lower end of clamp 7, first termination of clamp 7 is positioned at the upper end of clamp 7, second termination of clamp 7 is positioned at the side of clamp, one end of first link rod 10 and first termination of clamp 7 flexibly connect, the other end of first link rod 10 and permanent seat 12 flexibly connect, one end of second link rod 11 and second termination of clamp 7 flexibly connect, and the lower end of the other end of second link rod 11 and carrying handle 13 flexibly connects.The above-mentioned movable mode that adopts bearing pin and pin-and-hole to cooperate that connects.Chuck 9 is rubber or the iron block that the cut of file is arranged.In one embodiment, clamp 7 and chuck 9 are respectively two, and two clamps 7 are symmetricly set on the both sides of permanent seat 12 respectively, and two chucks 9 are symmetricly set on the both sides of permanent seat 12 respectively.In one embodiment, first link rod 10 and second link rod 11 are respectively 4, per two first link rods 10 are one group of lamination setting, first group of first link rod 10 and second group of first link rod 10 are symmetricly set on the both sides of described permanent seat 12 respectively, per two second link rods 11 are one group of lamination setting, and first group of second link rod 11 and second group of second link rod 11 are symmetricly set on the both sides of permanent seat 12 respectively.First link rod 10 is identical with second link rod, 11 structures, and length slightly changes.In one embodiment, link rod adopts the 2mm Plate Steel to be made into rectangle, the two ends rounding, and be provided with the movable hole that connects.
The technical parameter of above-mentioned parts and material also can change according to practical situation.
Lifting anchor clamps provided by the invention, as Fig. 6, shown in Figure 7, when it uses, at first chuck 9 is clamped the sidewall of grouan slip fine strain of millet 3, lifted carrying handle 13 again, at this moment, the bottom otic placode of carrying handle 13 drives second link rod 11 and moves upward, the point that the lower end of clamp 7 links to each other with first link rod 10 with clamp 7 is the center rotation, and both sides chuck 9 is inwardly moved, and further clamps the sidewall of grouan slip fine strain of millet 3.When grouan slip fine strain of millet 3 build by laying bricks or stones put in place after, put down carrying handle 13, the bottom otic placode of carrying handle 13 promotes second link rod 11 and moves downward, the point that the lower end of clamp 7 links to each other with first link rod 10 with clamp 7 is the center rotation, both sides chuck 9 is outwards moved, unclamp the sidewall of grouan slip fine strain of millet 3, finish building by laying bricks or stones of grouan slip fine strain of millet 3.
Effect:
After adopting the building method of pickling tank grouan sliding beam of the present invention, concentrate the masonry granite sliding beam, totally 112 grouan slip fine strains of millet only need a class to finish, the design requirements of grouan slip fine strain of millet masonry quality all promising policy, grouan slip fine strain of millet surface clean is not subjected to the secondary pollution of furane resin clay, building the clay mortar joint by laying bricks or stones combines tightly with the acid-resisting rubber layer, improved the masonry quality of grouan sliding beam, reduced construction cost, illustrated that the effect of the inventive method is remarkable.
More than explanation only is an Application Example of the present invention, can not limit the present invention's interest field certainly with this, and therefore the equivalence of being done according to the present patent application claim changes, and still belongs to protection scope of the present invention.
Claims (6)
1. building method that uses the lifting anchor clamps is characterized in that comprising:
Build the first layer masonry by laying bricks or stones;
Lay clay ash template on described the first layer masonry, tiling clay mortar joint in the zone that described clay ash template limits is laid the acid-resisting rubber layer then on described clay mortar joint;
The lifting anchor clamps are clipped on the sidewall of described block filler, and level is mentioned described block filler and is put into above the described acid-resisting rubber layer;
Remove described clay ash template and the acid-resisting rubber layer of described block filler both sides is close to described block filler both sides; And
One side of second layer building material is spread the clay mortar joint, and the clay mortar joint is combined tightly with the acid-resisting rubber layer of described block filler both sides, and finish building by laying bricks or stones of second layer masonry,
Wherein, described lifting anchor clamps comprise clamp, chuck, first link rod, second link rod, permanent seat and carrying handle, described carrying handle is a T font structure, described fixed seating is contained on the bar of vertical direction of described carrying handle, wherein said clamp, chuck, first link rod and second link rod are respectively a plurality of and with respect to the permanent seat symmetric arrangement, each side at described permanent seat: described chuck is arranged on the lower end of described clamp, first termination of described clamp is positioned at the upper end of clamp, second termination of described clamp is positioned at the side of clamp, one end of described first link rod and first termination of described clamp flexibly connect, the other end of described first link rod and described permanent seat flexibly connect, one end of described second link rod and second termination of described clamp flexibly connect, the other end of described second link rod and the lower end of described carrying handle flexibly connect, and described chuck is rubber or the iron block that the cut of file is arranged.
2. building method according to claim 1 is characterized in that, described block filler is the grouan sliding beam.
3. building method according to claim 1 is characterized in that, wait clay mortar joint in the zone that the clay mortar joint of building the first layer masonry by laying bricks or stones and described clay ash template limits to solidify after, the first layer masonry surface is cleared up.
4. building method according to claim 1 is characterized in that, two sidewalls of the described block filler of each described lifting clamp clamps.
5. building method according to claim 1 is characterized in that, described permanent seat is a circular casing, and described outside of sleeve is provided with and is used for and the movable otic placode that connects of first link rod.
6. lifting anchor clamps according to claim 5 is characterized in that, described carrying handle is that two steel pipes vertically are welded, and the lower end of the steel pipe of vertical direction is welded with and is used for and the movable otic placode that connects of second link rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310118916.2A CN103215607B (en) | 2013-04-08 | 2013-04-08 | Construction method using hoisting clamp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310118916.2A CN103215607B (en) | 2013-04-08 | 2013-04-08 | Construction method using hoisting clamp |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103215607A true CN103215607A (en) | 2013-07-24 |
| CN103215607B CN103215607B (en) | 2015-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310118916.2A Active CN103215607B (en) | 2013-04-08 | 2013-04-08 | Construction method using hoisting clamp |
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| Country | Link |
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| CN (1) | CN103215607B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104357868A (en) * | 2014-10-23 | 2015-02-18 | 中国二十冶集团有限公司 | Rapid changing method of pickling tank |
| CN109967639A (en) * | 2019-04-28 | 2019-07-05 | 浙江科时顿精工机械有限公司 | A kind of positioning tool on punching machine |
Citations (6)
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|---|---|---|---|---|
| CN2205393Y (en) * | 1994-09-27 | 1995-08-16 | 鞍山钢铁公司 | Hydrochloric acid cleaning bath |
| JP3125241B2 (en) * | 1992-10-13 | 2001-01-15 | 大有株式会社 | Drum grabber |
| DE102005042836A1 (en) * | 2005-09-09 | 2007-03-29 | Sms Demag Ag | Process to convert a continuously operated steel strip smooth-surface etching trough into a turbulent-surface etching process trough |
| CN201158713Y (en) * | 2008-02-26 | 2008-12-03 | 宝山钢铁股份有限公司 | Silicon steel pickling bath structure |
| WO2011008091A1 (en) * | 2009-07-13 | 2011-01-20 | Janse - Van Kampen, Sylvia Johanna | Self clamping lifting clamp |
| CN202482440U (en) * | 2012-01-16 | 2012-10-10 | 美钢联工程技术股份有限公司 | Turbulent-flow pickling bath with shallow slot |
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2013
- 2013-04-08 CN CN201310118916.2A patent/CN103215607B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3125241B2 (en) * | 1992-10-13 | 2001-01-15 | 大有株式会社 | Drum grabber |
| CN2205393Y (en) * | 1994-09-27 | 1995-08-16 | 鞍山钢铁公司 | Hydrochloric acid cleaning bath |
| DE102005042836A1 (en) * | 2005-09-09 | 2007-03-29 | Sms Demag Ag | Process to convert a continuously operated steel strip smooth-surface etching trough into a turbulent-surface etching process trough |
| CN201158713Y (en) * | 2008-02-26 | 2008-12-03 | 宝山钢铁股份有限公司 | Silicon steel pickling bath structure |
| WO2011008091A1 (en) * | 2009-07-13 | 2011-01-20 | Janse - Van Kampen, Sylvia Johanna | Self clamping lifting clamp |
| CN202482440U (en) * | 2012-01-16 | 2012-10-10 | 美钢联工程技术股份有限公司 | Turbulent-flow pickling bath with shallow slot |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104357868A (en) * | 2014-10-23 | 2015-02-18 | 中国二十冶集团有限公司 | Rapid changing method of pickling tank |
| CN109967639A (en) * | 2019-04-28 | 2019-07-05 | 浙江科时顿精工机械有限公司 | A kind of positioning tool on punching machine |
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| Publication number | Publication date |
|---|---|
| CN103215607B (en) | 2015-01-07 |
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