CN208088284U - A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool - Google Patents
A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool Download PDFInfo
- Publication number
- CN208088284U CN208088284U CN201820449595.2U CN201820449595U CN208088284U CN 208088284 U CN208088284 U CN 208088284U CN 201820449595 U CN201820449595 U CN 201820449595U CN 208088284 U CN208088284 U CN 208088284U
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- CN
- China
- Prior art keywords
- steel
- crossbeam
- support plate
- pedestal
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of artificial digging pile fabrication of reinforcing cage auxiliary tools, 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 utility model is related to a kind of artificial digging pile fabrication of reinforcing cage auxiliary tools, belong to technical field of building 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.
Utility model content
Purpose of the utility model is to solve the series of technical mentioned in background technology, and the one kind proposed
Artificial digging pile fabrication of reinforcing cage auxiliary tool.
To achieve the goals above, the utility model uses following technical solution：
A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool, includes the crossbeam positioned at top, and the both ends of the crossbeam are respectively set
There are one supporting leg, which is the support plate arranged by two inverted V-shapeds and one be connected between the waist of two support plates drawing
The A font structures that bar is constituted；The bottom of every support plate and the pedestal of one piece of thin-slab structure are connected as one, pedestal by bolt with
Ground connects；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.
No lifting machinery appointed condition descending reinforcing cage processing and decentralization construction can be ensured using the device of the utility model
Safe, inexpensive, efficient, the banding steel cage presence in traditional hole of process：Personnel are difficult up and down, space is not in hole
Foot, speed is slow for binding, security risk big (welding toxic and harmful gas), construction cost are high, the various disadvantages such as long in time limit；This letter
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 may be used also
It is used in turn with multiple work points, it is economical quick.
Description of the drawings
Fig. 1 is the front view of the utility model；
Fig. 2 is the side view of the utility model；
Fig. 3 is the vertical view of the utility model.
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 utility model is described in further detail with reference to the accompanying drawings and examples, but appoints not as to the utility model
What is limited.
As shown in Figure 1-Figure 3：The utility model includes mainly crossbeam 1, the supporting leg that support plate 2 is constituted, brace 3, pull rod 4, bottom
Seat 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 it is logical with
The supporting leg that support plate 2 is constituted is all made of by brace 3 is welded as whole enhancing longitudinal stability, passes through pull rod 4 between two legs of supporting leg
It is welded to connect, 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 utility model hung using excavator welded suspending hook move to aperture just on
Side, placement is reliable, and pedestal 5 is anchored at using expansion bolt on the basis of ground concrete, using steel wire penetrating hanging ring 6, is hung
Steel reinforcement 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 above only the utility model, the utility model also have other embodiments, all uses
The technical solution that equivalent substitution or equivalent transformation is formed, all falls within the protection domain required by the utility model.
Claims (4)
1. a kind of artificial digging pile fabrication of reinforcing cage auxiliary tool, it is characterised in that：Include the crossbeam (1) positioned at top, the cross
The both ends of beam (1) are respectively provided with a supporting leg, which is the support plate (2) arranged by two inverted V-shapeds and is connected to two support plates
(2) the A font structures that a pull rod (4) between waist is constituted；The bottom of the bottom and one piece of thin-slab structure of every support plate (2)
Seat (5) is connected as one, and pedestal (5) is connect by bolt with ground；Have as lifting point in the middle part underhung of crossbeam (1)
Hanging ring (6).
2. artificial digging pile fabrication of reinforcing cage auxiliary tool according to claim 1, it is characterised in that：Every support plate (2)
Pass through a brace (3) and crossbeam (1) oblique connection.
3. artificial digging pile fabrication of reinforcing cage auxiliary tool according to claim 1, it is characterised in that：The crossbeam (1)
It is made of the rod iron of Q235 materials, diameter is not less than 50mm；The support plate (2), brace (3) and pull rod (4) are shaped steel system
At；The pedestal (5) is 1cm steel plates, size 25cm*25cm；The hanging ring (6) is that 10t and the above model pull calabash
Reed or electric block.
4. artificial digging pile fabrication of reinforcing cage auxiliary tool according to claim 1, it is characterised in that：The support plate (2)
It is made of H profile steel, channel steel, square steel or rod iron；Brace (3) is made of channel steel, square steel, angle steel or rod iron；Pull rod (4) be H profile steel,
Channel steel, square steel or rod iron are made；There are four the pedestal (5) sets at four corner edge 5cm of distanceScrew hole, each
The mating 4 10mm bolts of pedestal (5), gasket and nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820449595.2U CN208088284U (en) | 2018-04-02 | 2018-04-02 | A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820449595.2U CN208088284U (en) | 2018-04-02 | 2018-04-02 | A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088284U true CN208088284U (en) | 2018-11-13 |
Family
ID=64057364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820449595.2U Expired - Fee Related CN208088284U (en) | 2018-04-02 | 2018-04-02 | A kind of artificial digging pile fabrication of reinforcing cage auxiliary tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088284U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487237A (en) * | 2018-04-02 | 2018-09-04 | 中建四局第五建筑工程有限公司 | A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred |
-
2018
- 2018-04-02 CN CN201820449595.2U patent/CN208088284U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487237A (en) * | 2018-04-02 | 2018-09-04 | 中建四局第五建筑工程有限公司 | A kind of no auxiliary tool lifting machinery appointed condition descending reinforcing cage processing and transferred |
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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: 20181113 Termination date: 20200402 |