CN108487237A - A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred - Google Patents
A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred Download PDFInfo
- Publication number
- CN108487237A CN108487237A CN201810281262.8A CN201810281262A CN108487237A CN 108487237 A CN108487237 A CN 108487237A CN 201810281262 A CN201810281262 A CN 201810281262A CN 108487237 A CN108487237 A CN 108487237A
- Authority
- CN
- China
- Prior art keywords
- steel
- crossbeam
- pedestal
- support plate
- auxiliary tool
- 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.)
- Pending
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 23
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 2
- 230000013011 mating Effects 0.000 claims description 2
- 238000003466 welding Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 8
- 231100000331 toxic Toxicity 0.000 abstract description 2
- 230000002588 toxic effect Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 13
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000003892 spreading Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses the auxiliary tools of a kind of no lifting machinery appointed condition descending reinforcing cage processing and decentralization, it include the crossbeam (1) positioned at top, the both ends of the crossbeam (1) are respectively provided with a supporting leg, which is the support plate (2) arranged by two inverted V-shapeds and the A font structures that a pull rod (4) being connected between the waist of two support plates (2) is constituted；The bottom of every support plate (2) and the pedestal (5) of one piece of thin-slab structure are connected as one, and pedestal (5) is connect by bolt with ground；There is the hanging ring (6) as lifting point in the middle part underhung of crossbeam (1).It, can banding steel cage personnel be difficult up and down effectively in conventional holes stake, insufficient space in hole, binding speed is slow, security risk is big (welding toxic and harmful gas, falls at junk), construction cost is high, the various disadvantages such as long in time limit by the auxiliary tool.
Description
Technical field
The present invention relates to the auxiliary tools of a kind of no lifting machinery appointed condition descending reinforcing cage processing and decentralization, belong to building
Technical field of construction.
Background technology
At steep slope position, the steel reinforcement cage made can not be transported to construction point, need to carry out hole stake in construction point position
Steel reinforcement cage bind, the equipment such as crane can not admission, steel reinforcement cage cannot be lifted by crane.Traditional construction technology is that steel reinforcement cage is carried out in hole
Spreading and stirrup binding, there are, without operating space, speed of application is slow, security risk is big, construction cost is high in hole, long in time limit etc.
Various disadvantages.
Invention content
The purpose of the present invention is to solve the series of technical mentioned in background technology, and a kind of nothing proposed rises
Loop wheel machine tool appointed condition descending reinforcing cage is processed and the auxiliary tool of decentralization.
To achieve the goals above, present invention employs following technical solutions：
A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred, includes the cross positioned at top
The both ends of beam, the crossbeam are respectively provided with a supporting leg, which is the support plate arranged by two inverted V-shapeds and is connected to two support plates
Waist between a pull rod constitute A font structures；The bottom of every support plate and the pedestal of one piece of thin-slab structure are connected as
One, pedestal are connect by bolt with ground；There is the hanging ring as lifting point in the middle part underhung of crossbeam.
Wherein, every support plate passes through a brace and the oblique connection of crossbeam.
Further, the crossbeam is made of the rod iron of Q235 materials, and diameter is not less than 50mm；The support plate, brace
It is that shaped steel is made with pull rod；The pedestal is 1cm steel plates, size 25cm*25cm；The hanging ring is 10t and with mo(u)ld top half
Number chain block or electric block.
Further, the support plate is made of H profile steel, channel steel, square steel or rod iron；Brace is channel steel, square steel, angle steel or steel
Stick is made；Pull rod is made of H profile steel, channel steel, square steel or rod iron；There are four the pedestal is set at four corner edge 5cm of distanceScrew hole, the mating 4 10mm bolts of each pedestal, gasket and nut.
Device using the present invention can ensure no lifting machinery appointed condition descending reinforcing cage processing and decentralization work progress
It is safe, inexpensive, efficient, in traditional hole banding steel cage exist：Personnel are difficult up and down, insufficient space in hole, tie up
Prick that speed is slow, security risk big (welding toxic and harmful gas), construction cost are high, the various disadvantages such as long in time limit；It is this easy
Auxiliary tool carries out fabrication of reinforcing cage processing outside hole in ground grading, it is possible to prevente effectively from disadvantage mentioned above, and can also be more
A work point is used in turn, economical quick.
Description of the drawings
Fig. 1 is the front view of the present invention；
Fig. 2 is the side view of the present invention；
Fig. 3 is the vertical view of the present invention.
Label in attached drawing be：1- crossbeams, 2- supporting legs, 3- braces, 4- scuffings of cylinder bore, 5- pedestals, 6- hanging rings.
Specific implementation mode
The invention will be further described with reference to the accompanying drawings and examples, but not as any limitation of the invention.
As shown in Figure 1-Figure 3：The invention mainly comprises crossbeam 1, the supporting leg that support plate 2 is constituted, brace 3, pull rod 4, pedestal 5,
Hanging ring 6 etc. is process, and crossbeam 1 is connected as entirety by welding at the top of the supporting leg constituted with support plate 2, and crossbeam 1 leads to and support plate 2
The supporting leg of composition is all made of by brace 3 is welded as whole enhancing longitudinal stability, and passing through pull rod 4 between two legs of supporting leg welds company
It connects, 2 bottom end of support plate uses with pedestal 5 and is welded to connect；Specific procedure of processing is as follows：
Step 1: crossbeam 1 is standard rod iron, it is formed by welding a supporting leg with two equal length support plates 2, two support plates 2 press from both sides
Angle is in 60 ° of inverted v-shaped；
Step 2: being welded to connect with pull rod 4 between two support plates 2, A-shaped shape, enhance supporting leg stability；
Step 3: 2 bottom of support plate and 5 steel plate center weld of pedestal；
Step 4: crossbeam 1 and support plate 2 carry out welding by brace 3 and be again coupled to, enhance its overall stability.
The rod iron diameter selected in step 1 has to be larger than 50mm, and leg length must be identical and be shaped steel, prevents from hanging
Bearing capacity is insufficient when steel reinforcement cage, deforms, and welding quality must be full closely knit.
Pull rod 4 must weld full closely knit with supporting leg in step 2.
Supporting leg must be welded with 5 steel plate centre of pedestal in step 3, and dislocation is avoided to cause to tie up bolt hole position, be welded
Seam must be full closely knit.
The necessary firm welding of welding of brace 4 and crossbeam 1 and supporting leg, weld seam are full closely knit in step 4.
Specific implementation is such：
1. by making 3-4m long first segment steel reinforcement cages by drawing in the foundation ground of the smooth hardening of aperture periphery, weight
Measure about 0.5t.It is laid with channel steel bearing beam in aperture, first segment steel reinforcement cage weight is supported, using the excavator with suspension hook by first segment steel
Muscle cage, which is hung, to be placed on channel steel bearing beam, and the tool of the present invention is hung using excavator welded suspending hook and is moved to right over aperture, is put
Set reliable, pedestal 5 is anchored on the basis of ground concrete using expansion bolt, using steel wire penetrating hanging ring 6, hangs reinforcing bar
Cage.
2. the steel reinforcement cage for carrying out next segment lengthens, main reinforcement is connected using screw shell, and stirrup is bound according to design drawing,
Steel reinforcement cage decentralization is proceeded by after binding is good.
3. hanging ring 6 is caught on steel wire rope, steel wire rope both sides hang steel reinforcement cage both sides suspension centre, and hanging ring 6 is pulled to promote 10cm, take out
Go out channel steel cross beam, hanging ring 6 transfers steel reinforcement cage about 2m, penetrates channel steel bearing beam under the second stirrup of the top, spacer bar cage into
The operations such as the next section steel reinforcement cage spreading of row and stirrup binding, hoop welding of putting more energy into, positioning bar welding, after the completion, 2m is one successively
Repetend, construction is until complete the processing and placement of pile foundation steel bar cage.
The specific application example of the above only present invention, the present invention also has other embodiments, all to use equivalent replacement
Or the technical solution that equivalent transformation is formed, it all falls within protection domain of the presently claimed invention.
Claims (4)
1. the auxiliary tool of a kind of no lifting machinery appointed condition descending reinforcing cage processing and decentralization, it is characterised in that：Including being located at
The both ends of the crossbeam (1) at top, the crossbeam (1) are respectively provided with a supporting leg, which is the support plate (2) arranged by two inverted V-shapeds
And the A font structures that a pull rod (4) being connected between the waist of two support plates (2) is constituted；The bottom of every support plate (2)
It is connected as one with the pedestal (5) of one piece of thin-slab structure, pedestal (5) is connect by bolt with ground；Under the middle part of crossbeam (1)
Side is hung with the hanging ring (6) as lifting point.
2. the auxiliary tool of no lifting machinery appointed condition descending reinforcing cage processing according to claim 1 and decentralization, special
Sign is：Every support plate (2) passes through a brace (3) and crossbeam (1) oblique connection.
3. the auxiliary tool of no lifting machinery appointed condition descending reinforcing cage processing according to claim 1 and decentralization, special
Sign is：The crossbeam (1) is made of the rod iron of Q235 materials, and diameter is not less than 50mm；The support plate (2), brace (3) and
Pull rod (4) is that shaped steel is made；The pedestal (5) is 1cm steel plates, size 25cm*25cm；The hanging ring (6) be 10t and
The chain block or electric block of the above model.
4. the auxiliary tool of no lifting machinery appointed condition descending reinforcing cage processing according to claim 1 and decentralization, special
Sign is：The support plate (2) is made of H profile steel, channel steel, square steel or rod iron；Brace (3) is channel steel, square steel, angle steel or rod iron system
At；Pull rod (4) is made of H profile steel, channel steel, square steel or rod iron；There are four the pedestal (5) sets at four corner edge 5cm of distanceScrew hole, the mating 4 10mm bolts of each pedestal (5), gasket and nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810281262.8A CN108487237A (en) | 2018-04-02 | 2018-04-02 | A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810281262.8A CN108487237A (en) | 2018-04-02 | 2018-04-02 | A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108487237A true CN108487237A (en) | 2018-09-04 |
Family
ID=63317928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810281262.8A Pending CN108487237A (en) | 2018-04-02 | 2018-04-02 | A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487237A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112253184A (en) * | 2020-10-20 | 2021-01-22 | 四川港航建设工程有限公司 | Water delivery tunnel inverted arch lining rapid sealing system and construction method |
| CN114233006A (en) * | 2021-12-01 | 2022-03-25 | 中冶天工集团有限公司 | Auxiliary device for external binding forming of large-section cast-in-place beam steel bar mold and using method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000103589A (en) * | 1998-09-29 | 2000-04-11 | Mitsubishi Electric Building Techno Service Co Ltd | Gate type weight lifting device |
| CN202298606U (en) * | 2011-09-26 | 2012-07-04 | 中交第二航务工程局有限公司 | Descending frame for mounting reinforcement cage of pile foundation |
| CN202963332U (en) * | 2012-11-23 | 2013-06-05 | 中交一公局第六工程有限公司 | Device for manufacturing pile foundation reinforcement cage by using simple portal frame |
| CN103552913A (en) * | 2013-11-14 | 2014-02-05 | 中国海洋石油总公司 | Multifunctional underwater structure connecting frame |
| CN204626411U (en) * | 2015-05-18 | 2015-09-09 | 葛洲坝集团第五工程有限公司 | A kind of pile foundation steel bar cage erecting device |
| CN106522207A (en) * | 2016-11-22 | 2017-03-22 | 中交公局海威工程建设有限公司 | Reinforcement cage bracket and reinforcement cage mounting device |
| CN208088284U (en) * | 2018-04-02 | 2018-11-13 | 中建四局第五建筑工程有限公司 | A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool |
-
2018
- 2018-04-02 CN CN201810281262.8A patent/CN108487237A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000103589A (en) * | 1998-09-29 | 2000-04-11 | Mitsubishi Electric Building Techno Service Co Ltd | Gate type weight lifting device |
| CN202298606U (en) * | 2011-09-26 | 2012-07-04 | 中交第二航务工程局有限公司 | Descending frame for mounting reinforcement cage of pile foundation |
| CN202963332U (en) * | 2012-11-23 | 2013-06-05 | 中交一公局第六工程有限公司 | Device for manufacturing pile foundation reinforcement cage by using simple portal frame |
| CN103552913A (en) * | 2013-11-14 | 2014-02-05 | 中国海洋石油总公司 | Multifunctional underwater structure connecting frame |
| CN204626411U (en) * | 2015-05-18 | 2015-09-09 | 葛洲坝集团第五工程有限公司 | A kind of pile foundation steel bar cage erecting device |
| CN106522207A (en) * | 2016-11-22 | 2017-03-22 | 中交公局海威工程建设有限公司 | Reinforcement cage bracket and reinforcement cage mounting device |
| CN208088284U (en) * | 2018-04-02 | 2018-11-13 | 中建四局第五建筑工程有限公司 | A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112253184A (en) * | 2020-10-20 | 2021-01-22 | 四川港航建设工程有限公司 | Water delivery tunnel inverted arch lining rapid sealing system and construction method |
| CN114233006A (en) * | 2021-12-01 | 2022-03-25 | 中冶天工集团有限公司 | Auxiliary device for external binding forming of large-section cast-in-place beam steel bar mold and using method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180904 |
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| RJ01 | Rejection of invention patent application after publication |