CN207714722U - A kind of setting assembling type suspension scaffold - Google Patents

A kind of setting assembling type suspension scaffold Download PDF

Info

Publication number
CN207714722U
CN207714722U CN201820044133.2U CN201820044133U CN207714722U CN 207714722 U CN207714722 U CN 207714722U CN 201820044133 U CN201820044133 U CN 201820044133U CN 207714722 U CN207714722 U CN 207714722U
Authority
CN
China
Prior art keywords
steel
nut
welded
screw arbor
plate
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.)
Active
Application number
CN201820044133.2U
Other languages
Chinese (zh)
Inventor
夏飞
樊奇侠
邹国民
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangxi Guojin Construction Group Co Ltd
Original Assignee
Jiangxi Guojin Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiangxi Guojin Construction Group Co Ltd filed Critical Jiangxi Guojin Construction Group Co Ltd
Priority to CN201820044133.2U priority Critical patent/CN207714722U/en
Application granted granted Critical
Publication of CN207714722U publication Critical patent/CN207714722U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

A kind of setting assembling type suspension scaffold, the Zhi Dingduan for being provided with the overhanging end for being used to support suspension scaffold on shear wall and being used to support suspension scaffold, and steel plate and preformed hole are respectively arranged with Zhi Dingduan at overhanging end, one end of No.1 Screw arbor with nut at both-ends penetrates preformed hole, the other end of No.1 Screw arbor with nut at both-ends is welded on steel plate one end, the steel plate other end is welded with I-steel, it is welded on I-steel for the steel bar end as fixed scaffold upright rod, the upper mounted plate with bolt pin hole is welded below I-steel one end;One end of No. two Screw arbor with nut at both-ends penetrates preformed hole, and the other end of No. two Screw arbor with nut at both-ends is welded on steel plate one end, and the steel plate other end is welded with the bottom plate with bolt pin hole, and adjustable strut one end is connect with upper mounted plate, and the other end is connect with bottom plate;The utility model aufbauprinciple is simple, easy for assemble or unload quick, reusable, construction safety and low cost.

Description

A kind of setting assembling type suspension scaffold
Technical field
The utility model is related to technical field of building construction more particularly to a kind of setting assembling type suspension scaffolds.
Background technology
With the continuous development of China's economic society, the continuous improvement of living standards of the people, various regions welcome construction Climax.Skyscraper can not only meet the building needs in certain places, can also effectively solve the problems, such as China's shortage of land resource, Thus attract attention extensively.Outer suspension scaffold is widely used in skyscraper because its turnover is fast, input is low, saves the features such as duration In construction, the construction of outer suspension scaffold it is reliable, reasonable, be one of an important factor for ensureing construction safety.
However shaped steel suspension scaffold used at present need to reserve multiple holes on wall, the later stage also needs to reject reserved template and concrete It blocks, and the position of preformed hole is easily destroyed wall main reinforcement, is unfavorable for structure safety, especially in wall negative and positive big angle and stair Between position, easily cause that top-bottom cross is boxed out or anchorage length deficiency lower part support top and staircase builder's jack anchored end block lower channel The problems such as, and then lead to construction complexity, time-consuming, high cost disadvantage.
Utility model content
The technical issues of the utility model is solved is to provide a kind of setting assembling type suspension scaffold, to solve above-mentioned background Disadvantage in technology.
The technical issues of the utility model is solved is realized using following technical scheme:
A kind of setting assembling type suspension scaffold, including No.1 Screw arbor with nut at both-ends, steel plate, I-steel, upper mounted plate, adjustable branch Bar, No. two Screw arbor with nut at both-ends, shear wall and bottom plate, wherein shear wall upper end is provided with the overhanging end for being used to support suspension scaffold, Lower end is provided with the Zhi Dingduan for being used to support suspension scaffold, and is respectively arranged with steel plate with Zhi Dingduan at overhanging end, and at overhanging end It is provided with the preformed hole for penetrating No.1 Screw arbor with nut at both-ends, is provided in Zhi Dingduan for penetrating the reserved of No. two Screw arbor with nut at both-ends The one end in hole, No.1 Screw arbor with nut at both-ends penetrates preformed hole, and the other end of No.1 Screw arbor with nut at both-ends is welded on steel plate one end, the steel plate other end It is welded with I-steel, is welded on I-steel for the steel bar end as fixed scaffold upright rod, it is upper with bolt pin hole Fixed plate is welded below I-steel one end;One end of No. two Screw arbor with nut at both-ends penetrates preformed hole, the other end of No. two Screw arbor with nut at both-ends Be welded on steel plate one end, the steel plate other end is welded with the bottom plate with bolt pin hole, be adjusted strut one end with it is upper solid The bolt pin hole of fixed board connects, and the bolt pin hole of the other end and bottom plate connects.
In the present invention, a diameter of 42mm of No.1 Screw arbor with nut at both-ends.
In the present invention, steel plate is Q235 steel plates, and Q235 steel plate thickness is 20mm, 200 × 200mm of size.
In the present invention, I-steel is 16 I-steel.
In the present invention, two steel bar ends being used for as fixed scaffold upright rod, and steel are welded on I-steel Muscle head spacing is identical as scaffold spacing.
In the present invention, a diameter of 20mm of steel bar end, length 10cm.
In the present invention, upper mounted plate and bottom plate are Q235 steel plates, and Q235 steel plate thickness is 10mm, size 100×100mm。
In the present invention, the steel pipe that strut uses a diameter of 48mm is adjusted.
In the present invention, No. two a diameter of 36mm of Screw arbor with nut at both-ends.
In the present invention, two pieces of upper mounted plates for carrying bolt pin hole are welded on I-steel.
In the present invention, two pieces of bottom plates for carrying bolt pin hole are welded on steel plate.
Advantageous effect:
1)The utility model aufbauprinciple is simple, easy for assemble or unload quick, and a whole set of suspension scaffold is reusable;
2)The utility model stress structure meets code requirement, and reliability is high;
3)The unification of the utility model construction, specification, are conducive to manage;
4)The utility model occupancy wall area is small, does not influence the next procedures such as outer-wall building construction;
5)The utility model effectively improves wall body structure safety, reduces leak risk, construct simultaneously by the way that preformed hole is arranged Safety and low cost.
Description of the drawings
Fig. 1 is the exploded perspective view of the preferred embodiment of the utility model.
Fig. 2 is sectional view at the A-A in Fig. 1.
Fig. 3 is sectional view at the B-B in Fig. 1.
Fig. 4 is sectional view at the C-C in Fig. 1.
Specific implementation mode
In order to make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, under Face combines and is specifically illustrating, and the utility model is expanded on further.
Referring to a kind of setting assembling type suspension scaffold of Fig. 1~4, including No.1 Screw arbor with nut at both-ends 1, No.1 nut 2, square plate 3, I-steel 4, steel bar end 5, bolt 6, upper mounted plate 7, adjustable strut 8, two Screw arbor with nut at both-ends 9, two nut 10, shear wall 11 and bottom plate 12, the overhanging end for being used to support suspension scaffold is provided in 11 upper end of shear wall, lower end, which is provided with, to be used to support The Zhi Dingduan of suspension scaffold, overhanging end are respectively arranged with square plate 3 with Zhi Dingduan, are provided at overhanging end for penetrating No.1 pair The preformed hole for drawing screw rod 1 is provided with the preformed hole for penetrating No. two Screw arbor with nut at both-ends 9 in Zhi Dingduan, and the one of No.1 Screw arbor with nut at both-ends 1 End is fixed across preformed hole by No.1 nut 2, and the other end of No.1 Screw arbor with nut at both-ends 1 is welded on 3 one end of square plate, square plate 3 other ends are welded with I-steel 4, and two are welded on I-steel 4 for the steel bar end 5 as fixed scaffold upright rod, reinforcing bar First 5 spacing is identical as scaffold spacing, and the upper mounted plate 7 with bolt pin hole is welded below 4 one end of I-steel;No. two right One end of screw rod 9 is drawn to be fixed by No. two nuts 10 across preformed hole, the other end of No. two Screw arbor with nut at both-ends 9 is welded on square plate 3 One end, 3 other end of square plate are welded with the bottom plate 12 with bolt pin hole, and adjustable 8 one end of strut passes through bolt 6 It is inserted into the bolt pin hole of upper mounted plate 7, the other end is inserted into the bolt pin hole of bottom plate 12 by bolt 6.
In the present embodiment, 1 a diameter of 42mm of No.1 Screw arbor with nut at both-ends, long outer wall thick add 100mm, can be recycled.
In the present embodiment, square plate 3 is Q235 steel plates, thickness 20mm, 200 × 200mm of size.
In the present embodiment, I-steel 4 is 16 I-steel.
In the present embodiment, 5 a diameter of 20mm of steel bar end, length 10cm.
In the present embodiment, upper mounted plate 7 and bottom plate 12 are Q235 steel plates, and thickness 10mm, size 100 × 100mm。
In the present embodiment, steel pipe of the strut 8 using a diameter of 48mm is adjusted.
In the present embodiment, No. two 9 a diameter of 36mm of Screw arbor with nut at both-ends, long outer wall thick add 100mm, can be recycled.
In the present embodiment, two pieces of upper mounted plates 7 for carrying bolt pin hole are welded on I-steel 4.
In the present embodiment, two pieces of bottom plates 12 for carrying bolt pin hole are welded on square plate 3.
In the present embodiment, setting assembling type suspension scaffold constructing operation method is as follows:
(1)Prepare setting assembling type suspension scaffold overhanging end, Zhi Dingduan according to design size and for connecting overhanging end and branch The installation component on top, installation component include No.1 Screw arbor with nut at both-ends 1, No.1 nut 2, square plate 3, I-steel 4, steel bar end 5, Bolt 6, upper mounted plate 7, the adjustable nut 10 of Screw arbor with nut at both-ends 9, two of strut 8, two and bottom plate 12, overhang in end, will No.1 Screw arbor with nut at both-ends 1 is welded on 3 one end of square plate, and 4 one end of I-steel is welded on 3 other end of square plate, and in I-steel 4 Two steel bar ends 5 of upper welding, 5 spacing of steel bar end is identical as scaffold spacing, and two pieces of welding is with spiral shell below 4 other end of I-steel The upper mounted plate 7 of bolt pin hole;In Zhi Dingduan, the other end of No. two Screw arbor with nut at both-ends 9 is welded on 3 one end of square plate, it is rectangular 3 other end of steel plate welds two pieces of bottom plates 12 for carrying bolt pin hole;Installation structure for connecting overhanging end and Zhi Dingduan Part is using adjustable strut 8;Throat depth is 8mm, meets frame body support and requires;
(2)In 11 work progress of shear wall, after the completion of waiting for wall steel bar binding, positioning overhanging end and support top on wall The preformed hole at end, and it is built into pvc pipe in the preformed hole of positioning, pvc pipe top is arranged in overhang layer concrete building board bottom 10cm Wall on, lower part be arranged at 1.2 meters of top preformed hole, be arranged vertically up and down;Then use No. 18 tied silks by pvc pipe and steel Muscle binding is secured, and pvc pipe length is equal with width of wall body, is arranged according to the suspension scaffold spacing of design;
(3)After the wall of shear wall 11 is torn open and is touched, sundries in the pvc pipe of cleaning merging preformed hole;
(4)By step(1)The No.1 Screw arbor with nut at both-ends 1 of middle preparation passes through step(3)The preformed hole of preparation, and pass through No.1 spiral shell Mother 2 fixes No.1 Screw arbor with nut at both-ends 1, and No. two Screw arbor with nut at both-ends 9 are passed through step(3)Prepare, and two are fixed by No. two nuts 10 Number Screw arbor with nut at both-ends 9;
(5)Wait for step(4)In overhanging end and Zhi Dingduan installation components install after, by step(1)Middle preparation can The bolt pin hole that 8 one end of strut is inserted into upper mounted plate 7 by bolt 6 is adjusted, the other end is inserted into bottom plate 12 by bolt 6 Bolt pin hole, while adjusting overhanging end, spacing between Zhi Dingduan and adjustable strut 8, form stable setting assembling type Suspension scaffold;
(6)Wait for step(5)In setting assembling type suspension scaffold install after, set up external scaffolding.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above.One's own profession The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model Claimed range is defined by the appending claims and its equivalent thereof.

Claims (7)

1. a kind of setting assembling type suspension scaffold, including No.1 Screw arbor with nut at both-ends, steel plate, I-steel, upper mounted plate, adjustable strut, No. two Screw arbor with nut at both-ends, shear wall and bottom plate, which is characterized in that shear wall upper end is provided with the overhanging for being used to support suspension scaffold End, lower end is provided with the Zhi Dingduan for being used to support suspension scaffold, and is respectively arranged with steel plate with Zhi Dingduan at overhanging end, and is overhanging End is provided with preformed hole for penetrating No.1 Screw arbor with nut at both-ends, is provided in Zhi Dingduan for penetrating the reserved of No. two Screw arbor with nut at both-ends The one end in hole, No.1 Screw arbor with nut at both-ends penetrates preformed hole, and the other end of No.1 Screw arbor with nut at both-ends is welded on steel plate one end, the steel plate other end It is welded with I-steel, is welded on I-steel for the steel bar end as fixed scaffold upright rod, it is upper with bolt pin hole Fixed plate is welded below I-steel one end;One end of No. two Screw arbor with nut at both-ends penetrates preformed hole, the other end of No. two Screw arbor with nut at both-ends Be welded on steel plate one end, the steel plate other end is welded with the bottom plate with bolt pin hole, be adjusted strut one end with it is upper solid The bolt pin hole of fixed board connects, and the bolt pin hole of the other end and bottom plate connects.
2. a kind of setting assembling type suspension scaffold according to claim 1, which is characterized in that No.1 Screw arbor with nut at both-ends is a diameter of 42mm。
3. a kind of setting assembling type suspension scaffold according to claim 1, which is characterized in that be welded with two use on I-steel In the steel bar end as fixed scaffold upright rod, and steel bar end spacing is identical as scaffold spacing.
4. a kind of setting assembling type suspension scaffold according to claim 1, which is characterized in that upper mounted plate is equal with bottom plate For Q235 steel plates.
5. a kind of setting assembling type suspension scaffold according to claim 1, which is characterized in that No. two Screw arbor with nut at both-ends are a diameter of 36mm。
6. a kind of setting assembling type suspension scaffold according to claim 1, which is characterized in that be welded with two pieces of bands on I-steel There is the upper mounted plate in bolt pin hole.
7. a kind of setting assembling type suspension scaffold according to claim 1, which is characterized in that be welded with two pieces on steel plate and carry The bottom plate in bolt pin hole.
CN201820044133.2U 2018-01-11 2018-01-11 A kind of setting assembling type suspension scaffold Active CN207714722U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820044133.2U CN207714722U (en) 2018-01-11 2018-01-11 A kind of setting assembling type suspension scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820044133.2U CN207714722U (en) 2018-01-11 2018-01-11 A kind of setting assembling type suspension scaffold

Publications (1)

Publication Number Publication Date
CN207714722U true CN207714722U (en) 2018-08-10

Family

ID=63051470

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820044133.2U Active CN207714722U (en) 2018-01-11 2018-01-11 A kind of setting assembling type suspension scaffold

Country Status (1)

Country Link
CN (1) CN207714722U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108005372A (en) * 2018-01-11 2018-05-08 江西国金建设集团有限公司 A kind of setting assembling type suspension scaffold

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108005372A (en) * 2018-01-11 2018-05-08 江西国金建设集团有限公司 A kind of setting assembling type suspension scaffold

Similar Documents

Publication Publication Date Title
CN102587647A (en) Early-removal formwork system for concreting of constructions comprising beams, plates and columns
CN206607863U (en) A kind of post-cast strip temporary support structure
CN206942131U (en) Cast-in-situ concrete beam plate form bracing system
CN202627491U (en) Forming template for deformation joint position shear wall of high-rise building
CN105143570A (en) Building structure and construction method for same
CN108625486A (en) A kind of across frame structure edge support node structure of steel bar girder plate
CN102704678A (en) Shaping template for shear wall in deformation joint position of high-rise building
CN207714722U (en) A kind of setting assembling type suspension scaffold
CN215760469U (en) Building structure movement joint position shear force wall aluminum mould board location reinforcement device
CN108005372A (en) A kind of setting assembling type suspension scaffold
CN207392558U (en) A kind of readily removable aluminium sheet floor support plate of steel bar girder
CN209260922U (en) Band girder rib laminated floor slab pre-tensioning system connecting joint structure
CN206815795U (en) A kind of new builder's jack component
CN203654717U (en) Fastener structure, fastener and door-shaped reinforcing frame for round steel pipe
CN206815804U (en) A kind of new builder's jack girder steel built-in fitting
CN202577969U (en) Cast-in-situ stair board template supporting system
CN202324585U (en) Connecting tube of holistic inserted lift scaffold with steel frame structure for high-rise buildings
CN205206112U (en) Novel three -dimensional steel bar truss building carrier plate
CN108222503A (en) A kind of combined large pier stud steel form
CN209397926U (en) A kind of elevator fence operation platform structure
CN209686924U (en) A kind of large volume arc concrete steel lattice supporting framework
CN209760889U (en) Can dismantle overhanging type reinforcing bar canopy
CN111535581A (en) Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position
CN110453927A (en) A kind of fixing means of construction wall diagonal brace and floor
CN106894631A (en) A kind of concrete partition combination tool

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant