CN209837654U - Connecting structure of diagonal outer frame type scaffold - Google Patents
Connecting structure of diagonal outer frame type scaffold Download PDFInfo
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- CN209837654U CN209837654U CN201920267211.XU CN201920267211U CN209837654U CN 209837654 U CN209837654 U CN 209837654U CN 201920267211 U CN201920267211 U CN 201920267211U CN 209837654 U CN209837654 U CN 209837654U
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Abstract
The utility model discloses a connecting structure of a diagonal external frame type scaffold, which comprises a first pre-embedded fixing component, a second pre-embedded fixing component, a horizontal anchoring component, a diagonal anchoring component and a diagonal pulling component, wherein the first pre-embedded fixing component and the second pre-embedded fixing component are respectively pre-arranged in a wall body main body structure, and the second pre-embedded fixing component is higher than the first pre-embedded fixing component; horizontal anchor subassembly includes the I-steel and is fixed in the anchor steel sheet of I-steel one end, has seted up the fixed orifices on the anchor steel sheet, and the anchor steel sheet is connected in first pre-buried fixed subassembly, draws anchor assembly to one side and connects in the pre-buried fixed subassembly of second, draws the both ends of subassembly to one side and connects respectively in the one end of drawing anchor assembly, I-steel to one side. Through the connecting structure, the problem that the conventional cantilever outer frame is damaged by the I-shaped steel through-wall hole on the main body structure of the wall body can be solved, the leakage of the outer wall caused by the fact that the through-wall hole is not repaired in place can be effectively avoided, 55% of the using amount of the I-shaped steel can be saved, the connecting structure is convenient to install, high in applicability and turnover, and the construction period and the construction cost are saved.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a connection structure for setting up draw outer frame formula scaffold frame to one side.
Background
At present, the cantilever scaffold on the construction site of building engineering mostly adopts the traditional cantilever scaffold, and during installation, I-steel at the position of a shear wall penetrates into a wall body, so that the I-steel on the one hand penetrates through the wall body and is easy to damage a main structure, the construction difficulty of the template engineering is increased, the later repair cost is increased, and on the other hand, the I-steel is required to be provided with an anchoring section which is 1.25 times as long as the length of the cantilever section, so that the I-steel is large in using amount and wastes materials.
Therefore, it is necessary to provide a connection structure of a cable-stayed external scaffold, which can reduce the usage amount of i-steel, avoid damaging the main structure, has a simple structure and is convenient to install, so as to solve the problems existing in the prior art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a can reduce the I-steel quantity, avoid destroying major structure, simple to operate's draw outer posture scaffold's connection structure to one side.
In order to achieve the above purpose, the technical scheme of the utility model is that: the connecting structure of the cable-stayed external frame type scaffold comprises a first pre-buried fixing component, a second pre-buried fixing component, a horizontal anchoring component, a cable-stayed anchoring component and a cable-stayed component; the first embedded fixing component is pre-arranged in the wall body main structure; the second embedded fixing component is pre-arranged in the wall body main structure and is higher than the first embedded fixing component; the horizontal anchoring assembly comprises an I-shaped steel and an anchoring steel plate fixed at one end of the I-shaped steel, a fixing hole is formed in the anchoring steel plate, the anchoring steel plate is connected to the first embedded fixing assembly through the fixing hole, and the other end of the I-shaped steel protrudes out of the main structure of the wall body; the cable-stayed anchoring part is connected to the second embedded fixing component; and the two ends of the cable-stayed assembly are respectively connected with the cable-stayed anchoring part and one end of the I-shaped steel, which is far away from the anchoring steel plate.
Preferably, the horizontal anchoring assembly further comprises a lifting lug, the lifting lug is fixed at one end, far away from the anchoring steel plate, of the I-steel, a rope buckle is connected to the lifting lug, and one end of the diagonal pulling assembly is connected to the rope buckle.
Preferably, the horizontal anchoring assembly further comprises an anti-slip terminal, and the anti-slip terminal is vertically fixed on the I-shaped steel and used for fixing the steel pipe vertical rod.
Preferably, the height of the anti-slip terminal is 150 mm.
Preferably, draw anchor assembly to one side including being the both ends of buckling form, draw anchor assembly's one end to one side connect in the pre-buried fixed subassembly of second, draw anchor assembly's the other end to one side and be used for connecting draw the subassembly to one side.
Preferably, the two ends of the cable-stayed anchoring part are arranged at an included angle of 160 degrees.
Preferably, the oblique pulling assembly comprises an oblique pulling steel plate and a turn buckle connected to two ends of the oblique pulling steel plate, and the turn buckle is hung on the oblique pulling anchoring part and one end of the I-shaped steel, which is far away from the anchoring steel plate, respectively.
Preferably, the first pre-buried fixed component and the second pre-buried fixed component both comprise pre-buried fixed parts with stud holes and screws matched with the stud holes.
Preferably, the length of the screw is greater than the width of the wall body structure by 100 mm.
Compared with the prior art, the connecting structure of the oblique-pulling outer-frame scaffold of the utility model has the advantages that the first pre-embedded fixing component and the second pre-embedded fixing component are pre-embedded in the main body structure of the wall body, meanwhile, the horizontal anchoring component comprises the I-steel and the anchoring steel plate fixed at one end of the I-steel, the horizontal anchoring component is connected with the first pre-embedded fixing component through the anchoring steel plate, the horizontal anchoring component is connected with the second pre-embedded fixing component through the oblique-pulling anchoring component, and then the two ends of the oblique-pulling component are respectively connected with the oblique-pulling anchoring component and one end of the I-steel, which is far away from the anchoring steel plate, therefore, the problem of the damage of the I-steel through-wall hole to the main body structure of the wall body of the traditional cantilever outer frame can be solved, the through-wall hole does not need to be repaired in the later period, thereby effectively avoiding the outer wall leakage, the construction period and the construction cost are saved. Furthermore, the connecting structure is particularly suitable for the construction of matching the cantilever frame with an aluminum mould, a plastic mould and the like, can avoid a large number of special-shaped templates generated by the cantilever frame on the cantilever frame layer, reduces the loss of the templates and further saves the construction cost.
Drawings
Fig. 1 is a schematic view of the connection structure of the external frame scaffold of the present invention.
Fig. 2 is a schematic structural view of the anchoring steel plate of fig. 1.
Fig. 3 is a schematic structural view of the lifting lug in fig. 1.
Fig. 4 is an enlarged schematic view of the non-slip terminal of fig. 1.
Fig. 5 is a schematic structural view of the cable-stayed anchor of fig. 1.
Fig. 6 is a schematic structural view of the diagonal draw steel plate of fig. 1.
Detailed Description
Embodiments of the present invention will now be described with reference to the drawings, wherein like element numerals represent like elements throughout.
Referring to fig. 1, the connecting structure 1 of the oblique-pulling external-frame scaffold provided by the present invention includes a first pre-embedded fixing component 10, a second pre-embedded fixing component 20, a horizontal anchoring component 30, an oblique-pulling anchoring component 40, and an oblique-pulling component 50. The first embedded fixing component 10 and the second embedded fixing component 20 are respectively pre-arranged in the wall body main structure 2, and the position of the second embedded fixing component 20 is higher than that of the first embedded fixing component 10; one end of the horizontal anchoring component 30 is connected to the first embedded fixing component 10, and the other end of the horizontal anchoring component horizontally protrudes out of the wall body main structure 2; the cable-stayed anchor 40 is connected to the second embedded fixing component 20; the two ends of the diagonal assembly 50 are respectively connected to the diagonal anchoring member 40 and one end of the horizontal anchoring member 30 protruding outside the wall body structure 2.
Wherein, first pre-buried fixed subassembly 10, the pre-buried fixed subassembly 20 of second all including set up the pre-buried mounting of stud hole and with stud hole matched with screw rod, and the length of screw rod is greater than the width 100mm of wall body major structure 2 installs horizontal anchor subassembly 30, draws anchor assembly 40 to one side by pre-buried mounting in wall body major structure 2 and the screw rod of connecting above that, can avoid the I-steel to wear the destruction of wall hole to major structure, effectively avoids because wear the outer wall seepage problem that the wall entrance to a cave repair does not put in place and produce.
As shown in fig. 1 to 4, the horizontal anchoring assembly 30 includes an i-beam 31, an anchoring steel plate 32, a lifting lug 33, and an anti-slip terminal 34. The anchoring steel plate 32 is welded at one end of the I-beam 31, a fixing hole 321 is formed in the anchoring steel plate 32, the anchoring steel plate 32 is connected with a screw of the first embedded fixing component 10 through the fixing hole 321, the lifting lug 33 is fixed at the other end of the I-beam 31, the thickness of the lifting lug 33 is about 8mm, a hole 331 is formed in the lifting lug 33, a rope buckle 35 is connected in the hole 331, and one end of the cable-stayed component 50 is connected to the rope buckle 35; meanwhile, the anti-slip terminal 34 is vertically welded on the i-shaped steel 31 and used for fixing the steel pipe vertical rod.
Preferably, the anti-slip terminal 34 is made of steel bars, and the height of the anti-slip terminal 34 is 150mm, but not limited thereto.
As shown in fig. 1 and 5, the oblique-pulling anchoring member 40 includes two bent ends, the oblique-pulling anchoring member 40 is bent to adjust the stress angle, and the two ends of the oblique-pulling anchoring member 40 are respectively provided with a connecting hole 41, the oblique-pulling anchoring member 40 is connected to the screw of the second pre-embedded fixing component 20 through the connecting hole 41 at one end thereof, and the connecting hole 41 at the other end of the oblique-pulling anchoring member 40 is used for connecting the oblique-pulling component 50.
In one embodiment of the present invention, the oblique-pulling anchor 40 is bent along the turning line 42, and the two ends thereof are disposed at an included angle of 160 °, but not limited thereto.
As shown in fig. 1 and 6, the cable-stayed assembly 50 includes a cable-stayed steel plate 51 and a plurality of basket bolts 52 connected to two ends of the cable-stayed steel plate 51, specifically, two ends of the cable-stayed steel plate 51 are respectively provided with a hole 511, the two basket bolts 52 are respectively hung in the holes 511, one basket bolt 52 is hung in the connecting hole 41 of the cable-stayed anchoring member 40, the other basket bolt 52 is hung on the lifting lug 33, the length of the cable-stayed steel plate 51 can be actually and flexibly set as required, and the length of the cable-stayed assembly 50 can be adjusted by the basket bolts 52.
Referring again to fig. 1 to 6, the assembly of the connecting structure 1 of the external scaffolding scaffold for diagonal pulling of the present invention will be described.
First, the horizontal anchoring assembly 30 is connected to the first pre-buried fixing assembly 10, that is, the i-steel 31 protrudes in the horizontal direction so that the lifting lug 33 at the other end is at a certain distance from the wall body structure 2 in the fixing hole 321 of the anchoring steel plate 32 to which the screw rod of the first pre-buried fixing assembly 10 is connected. Then, the cable-stayed anchoring member 40 is fixed on the second pre-buried fixing component 20, that is, the connecting hole 41 at one end of the cable-stayed anchoring member 40 is connected with the screw rod of the second pre-buried fixing component 20, so that the other end of the cable-stayed anchoring member 40 forms a certain included angle with the wall body main structure 2. Then, both ends of the diagonal member 50 are connected to the diagonal anchors 40 and the hanging lugs 33, specifically, the turn buckle 52 at one end of the diagonal steel plate 51 is hung in the connecting hole 41 of the diagonal anchor 40, and the turn buckle 35 at the other end of the diagonal steel plate 51 is hung on the hanging lug 33. Install by pre-buried first pre-buried fixed subassembly 10, the pre-buried fixed subassembly 20 of second, make the utility model discloses connection structure 1's installation and demolish technology are more simple and convenient, reduce material use amount and I-steel 31 to major structure's destruction to can have enough to meet the need the construction.
In conclusion, because the connecting structure 1 of the cable-stayed external scaffold of the utility model pre-embeds the first pre-embedded fixing component 10 and the second pre-embedded fixing component 20 in the wall body main structure 2, and simultaneously, the horizontal anchoring component 30 comprises the i-steel 31 and the anchoring steel plate 32 fixed at one end of the i-steel 31, and is connected with the first pre-embedded fixing component 10 through the anchoring steel plate 32, and is connected with the second pre-embedded fixing component 20 through the cable-stayed anchoring component 40, and then the two ends of the cable-stayed component 50 are respectively connected with the cable-stayed anchoring component 40 and one end of the i-steel 31 far away from the anchoring steel plate 32, the problem that the wall body main structure 2 is damaged by the i-steel wall-penetrating hole of the traditional cantilever external scaffold can be solved, the wall-penetrating hole does not need to be repaired in the later stage, thereby effectively avoiding the external wall leakage caused by the incomplete repairing of the wall-penetrating hole, and, and the installation is convenient, the applicability and the turnover are strong, and the construction period and the construction cost are saved. Furthermore, this connection structure 1 is particularly useful for the construction such as outrigger cooperation aluminium mould, can avoid the outrigger layer because hang a large amount of heterotypic templates that the outrigger produced, reduces the template loss, further practices thrift construction cost.
The above disclosure is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the scope of the invention, therefore, the invention is not limited thereto.
Claims (9)
1. The utility model provides a draw connection structure of outrigger formula scaffold frame to one side which characterized in that includes:
the first pre-buried fixing assembly is pre-arranged in the wall body main structure;
the second pre-buried fixing component is pre-arranged in the wall body main structure and is higher than the first pre-buried fixing component;
the horizontal anchoring assembly comprises an I-shaped steel and an anchoring steel plate fixed at one end of the I-shaped steel, a fixing hole is formed in the anchoring steel plate, the anchoring steel plate is connected to the first embedded fixing assembly through the fixing hole, and the other end of the I-shaped steel protrudes out of the main structure of the wall body;
the cable-stayed anchoring part is connected to the second embedded fixing component;
and the two ends of the oblique pulling assembly are respectively connected with the oblique pulling anchoring part and one end of the I-shaped steel, which is far away from the anchoring steel plate.
2. The connecting structure of a cable-stayed external scaffold according to claim 1, wherein the horizontal anchoring assembly further comprises a lifting lug, the lifting lug is fixed at one end of the I-steel, which is far away from the anchoring steel plate, a rope buckle is connected to the lifting lug, and one end of the cable-stayed assembly is connected to the rope buckle.
3. The connecting structure of a cable-stayed external frame scaffold according to claim 1, wherein the horizontal anchoring assembly further comprises an anti-slip terminal, and the anti-slip terminal is vertically fixed on the i-steel for fixing the steel pipe vertical rod.
4. The connecting structure of a cable-stayed outrigger scaffold according to claim 3, wherein the height of the anti-slip terminal is 150 mm.
5. The connecting structure of a cable-stayed external scaffold according to claim 1, wherein the cable-stayed anchoring member comprises two bent ends, one end of the cable-stayed anchoring member is connected to the second embedded fixing component, and the other end of the cable-stayed anchoring member is used for connecting the cable-stayed component.
6. The connecting structure of a cable-stayed external scaffolding according to claim 5, wherein both ends of the cable-stayed anchor are disposed at an included angle of 160 °.
7. The connecting structure of a cable-stayed external scaffold according to claim 1, wherein the cable-stayed assembly comprises a cable-stayed steel plate and basket bolts connected to both ends of the cable-stayed steel plate, and the two basket bolts are respectively hung on the cable-stayed anchoring member and one end of the I-shaped steel, which is far away from the anchoring steel plate.
8. The connecting structure of a cable-stayed external scaffold according to claim 1, wherein the first pre-buried fixing component and the second pre-buried fixing component each comprise a pre-buried fixing member provided with a stud hole and a screw rod matched with the stud hole.
9. The connecting structure of a cable-stayed outrigger scaffold according to claim 8, wherein the length of the screw is greater than the width of the wall body structure by 100 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920267211.XU CN209837654U (en) | 2019-03-04 | 2019-03-04 | Connecting structure of diagonal outer frame type scaffold |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920267211.XU CN209837654U (en) | 2019-03-04 | 2019-03-04 | Connecting structure of diagonal outer frame type scaffold |
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| CN209837654U true CN209837654U (en) | 2019-12-24 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519885A (en) * | 2020-03-27 | 2020-08-11 | 耀华建设管理有限公司 | Construction method of side wall type formwork support |
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- 2019-03-04 CN CN201920267211.XU patent/CN209837654U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519885A (en) * | 2020-03-27 | 2020-08-11 | 耀华建设管理有限公司 | Construction method of side wall type formwork support |
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