CN107023154A - A kind of new builder's jack component and its construction method - Google Patents
A kind of new builder's jack component and its construction method Download PDFInfo
- Publication number
- CN107023154A CN107023154A CN201710311061.3A CN201710311061A CN107023154A CN 107023154 A CN107023154 A CN 107023154A CN 201710311061 A CN201710311061 A CN 201710311061A CN 107023154 A CN107023154 A CN 107023154A
- Authority
- CN
- China
- Prior art keywords
- brace
- sleeve pipe
- steel
- jack component
- suspension scaffold
- 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
- 238000010276 construction Methods 0.000 title claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 239000000725 suspension Substances 0.000 claims abstract description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of new builder's jack component, including I-steel suspension scaffold, I-steel suspension scaffold is connected by U-shaped anchor ear with floor plates, and oblique pull bar assembly is connected with I-steel suspension scaffold, oblique pull bar assembly includes brace, the end of brace, which is provided with coarse-pitch thread, coarse-pitch thread, is embedded with sleeve pipe, and sleeve pipe is provided with adjusting nut.The present invention has the advantages that material is saved, part is few, security is greatly improved using overall brace adjustment length, and perforate connection technique on steel I-beam.
Description
Technical field
The present invention relates to a kind of new builder's jack component and its construction method, it is adaptable to high-rise external scaffolding
Erection construction.
Background technology
At present, outer outrigger scaffold all uses the method that girder steel is encorbelmented, and its shortcoming is：Brace is made using steel bar welding nut
Carry out adjustment length into the gaily decorated basket, the connector existed when welding does not meet specification in potential safety hazard, and girder steel is also deposited using welding
In potential safety hazard.It is therefore proposed that of the invention.
The content of the invention
For the above-mentioned technical problem of prior art, it is an object of the invention to provide a kind of new builder's jack framework and
Its construction method, using overall brace adjustment length, and perforate connection technique on steel I-beam, with material saving, part
Less, the advantages of security is greatly improved.
To reach above-mentioned purpose, the present invention is achieved by the following technical solutions：
A kind of new builder's jack component, including I-steel suspension scaffold, the I-steel suspension scaffold pass through U-shaped anchor ear and floor
Plate is connected, and oblique pull bar assembly is connected with I-steel suspension scaffold, and the oblique pull bar assembly includes brace, the brace
End, which is provided with coarse-pitch thread, the coarse-pitch thread, is embedded with sleeve pipe, and described sleeve pipe is provided with adjusting nut.
Described I-steel suspension scaffold is coupled by bolt with brace.
Described floor plates are provided with plastic feet, and the bottom of described U-shaped anchor ear is located on plastic feet, U-shaped anchor ear
End through floor plates and being fixed by iron plate.
A kind of construction method of new builder's jack component, comprises the following steps：
（1）Brace and the position of sleeve pipe and absolute altitude are determined in last layer formwork；
（2）With hole making drill perforate in the template on the outside of the beam propped up；
（3）Its lower end exposes outside template, and application adhesive tape suitable for reading wraps screw rod with sleeve pipe, and is fixed on effective tied silk is covered
On reinforcing bar, brace staggers with vertical rod；
（4）By in brace threading, and fixed lower end I-shaped steel fastener, then fixed top lock washer and nut, it is allowed to
Brace is tightened up, and adjusts I-steel height of encorbelmenting, last double nut is fixed.
The new builder's jack component is progressively removed when removing by reverse-order.
The new builder's jack component and its construction method of the present invention has the advantages that：1st, oblique pull rod unit is more
Less, it is safer firm；
2nd, material is saved, and saves a large amount of artificial and material costs；
3rd, adjustment length is simpler, pre-buried more simple and convenient；
4th, slotted on steel I-beam punching connecting mode is more scientific, more material saving.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 for the present invention in U-shaped anchor ear structural representation；
Wherein, 1 it is I-steel suspension scaffold, 2 be U-shaped anchor ear, 3 be floor plates, 4 be brace, 5 be coarse-pitch thread, 6 be sleeve pipe, 7 is
Adjusting nut, 8 be bolt, 9 be plastic feet, 10 be iron plate.
Embodiment
With reference to specific embodiment, the present invention is further illustrated, but protection scope of the present invention is not limited to
This.
As illustrated in fig. 1 and 2, new builder's jack component of the invention, including I-steel suspension scaffold 1, I-steel is encorbelmented
Frame 1 is connected by U-shaped anchor ear 2 with floor plates 3, and floor plates 3 are provided with plastic feet 9, and the bottom of U-shaped anchor ear 2 is located at plastic bottom
On seat 9, the end of U-shaped anchor ear 2 is fixed through floor plates 3 and by iron plate 10.
Oblique pull bar assembly is connected with I-steel suspension scaffold 1, oblique pull bar assembly includes brace 4, and I-steel suspension scaffold 1 leads to
Cross bolt 8 with brace 4 to couple, the end of brace 4 is provided with to be embedded with sleeve pipe 6, sleeve pipe 6 on coarse-pitch thread 5, coarse-pitch thread 5 and set
There is adjusting nut 7.
The construction method of the new builder's jack component of the present invention, comprises the following steps：
（1）Brace 4 and the position of sleeve pipe 6 and absolute altitude are determined in last layer formwork；
（2）With hole making drill perforate in the template on the outside of the beam propped up, perforate should not be excessive, should can be passed through i.e. with sleeve pipe 6
Can；
（3）The lower end of sleeve pipe 6 is exposed outside template, and mortar leakage prevention is entered, and application adhesive tape suitable for reading wraps screw rod with sleeve pipe 6, prevents
Grouting, and sleeve pipe 6 is fixed on reinforcing bar with tied silk, brace 4 staggers with vertical rod；After concreting, in time by brace 4
Extract out, conveniently tear outboard template open；
（4）By in the threading 6 of brace 4, and fixed lower end I-shaped steel fastener, then fixed top lock washer and nut, make
Tighten up brace 4, and adjust the height of I-steel suspension scaffold 1, last double nut is fixed.Progressively torn open by reverse-order during dismounting
Remove.
The present invention is using overall brace adjustment length, and perforate connection technique on steel I-beam, with material saving, portion
The advantages of part is few, security is greatly improved.
Above-described embodiment is only used for illustrating the inventive concept of the present invention, rather than the restriction to rights protection of the present invention,
All changes for carrying out unsubstantiality to the present invention using this design, all should fall into protection scope of the present invention.
Claims (5)
1. a kind of new builder's jack component, it is characterised in that：Including I-steel suspension scaffold, the I-steel suspension scaffold passes through
U-shaped anchor ear is connected with floor plates, and oblique pull bar assembly is connected with I-steel suspension scaffold, and the oblique pull bar assembly includes oblique pull
Bar, the end of the brace, which is provided with coarse-pitch thread, the coarse-pitch thread, is embedded with sleeve pipe, and described sleeve pipe is provided with adjusting nut.
2. new builder's jack component as claimed in claim 1, it is characterised in that：Described I-steel suspension scaffold passes through spiral shell
Bolt couples with brace.
3. new builder's jack component as claimed in claim 1, it is characterised in that：Described floor plates are provided with plastic bottom
Seat, the bottom of described U-shaped anchor ear is located on plastic feet, and the end of U-shaped anchor ear is fixed through floor plates and by iron plate.
4. a kind of construction method of new builder's jack component, it is characterised in that comprise the following steps：
（1）Brace and the position of sleeve pipe and absolute altitude are determined in last layer formwork；
（2）With hole making drill perforate in the template on the outside of the beam propped up；
（3）Its lower end exposes outside template, and application adhesive tape suitable for reading wraps screw rod with sleeve pipe, and is fixed on effective tied silk is covered
On reinforcing bar, brace staggers with vertical rod；
（4）By in brace threading, and fixed lower end I-shaped steel fastener, then fixed top lock washer and nut, it is allowed to
Brace is tightened up, and adjusts I-steel height of encorbelmenting, last double nut is fixed.
5. the construction method of new builder's jack component as claimed in claim 4, it is characterised in that：The novel suspended is carried load or luggage hand
Frame member is progressively removed when removing by reverse-order.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710311061.3A CN107023154A (en) | 2017-05-05 | 2017-05-05 | A kind of new builder's jack component and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710311061.3A CN107023154A (en) | 2017-05-05 | 2017-05-05 | A kind of new builder's jack component and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107023154A true CN107023154A (en) | 2017-08-08 |
Family
ID=59528353
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710311061.3A Pending CN107023154A (en) | 2017-05-05 | 2017-05-05 | A kind of new builder's jack component and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107023154A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700817A (en) * | 2017-09-25 | 2018-02-16 | 永升建设集团有限公司 | The construction method of overhanging type scaffold |
| CN107842192A (en) * | 2017-11-23 | 2018-03-27 | 安徽同济建设集团有限责任公司 | A kind of making of the outer builder's jack closed cover of architectural engineering and installation method |
| CN114000695A (en) * | 2021-10-18 | 2022-02-01 | 西安安德固模架工程有限公司 | Scaffold for supporting multilayer concrete structure and mounting method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203977839U (en) * | 2014-06-11 | 2014-12-03 | 绍兴县明煌建材科技有限公司 | The pre-buried wire rope drag hook component of a kind of outer outrigger scaffold |
| WO2014192564A1 (en) * | 2013-05-28 | 2014-12-04 | 株式会社トータル環境 | High-rise building and maintenance method therefor |
| CN105507573A (en) * | 2015-12-01 | 2016-04-20 | 江苏省华建建设股份有限公司 | Method for mounting external cantilever scaffolds made of shape steel |
| CN105735630A (en) * | 2016-02-19 | 2016-07-06 | 江苏华海钢结构有限公司 | Fixing method for steel beam |
| CN205444870U (en) * | 2015-12-29 | 2016-08-10 | 福建省永泰建筑工程公司 | Special fixed knot of suspension type construction trolley constructs |
| CN206815795U (en) * | 2017-05-05 | 2017-12-29 | 绍兴明煌建材科技有限公司 | A kind of new builder's jack component |
-
2017
- 2017-05-05 CN CN201710311061.3A patent/CN107023154A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014192564A1 (en) * | 2013-05-28 | 2014-12-04 | 株式会社トータル環境 | High-rise building and maintenance method therefor |
| CN203977839U (en) * | 2014-06-11 | 2014-12-03 | 绍兴县明煌建材科技有限公司 | The pre-buried wire rope drag hook component of a kind of outer outrigger scaffold |
| CN105507573A (en) * | 2015-12-01 | 2016-04-20 | 江苏省华建建设股份有限公司 | Method for mounting external cantilever scaffolds made of shape steel |
| CN205444870U (en) * | 2015-12-29 | 2016-08-10 | 福建省永泰建筑工程公司 | Special fixed knot of suspension type construction trolley constructs |
| CN105735630A (en) * | 2016-02-19 | 2016-07-06 | 江苏华海钢结构有限公司 | Fixing method for steel beam |
| CN206815795U (en) * | 2017-05-05 | 2017-12-29 | 绍兴明煌建材科技有限公司 | A kind of new builder's jack component |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700817A (en) * | 2017-09-25 | 2018-02-16 | 永升建设集团有限公司 | The construction method of overhanging type scaffold |
| CN107842192A (en) * | 2017-11-23 | 2018-03-27 | 安徽同济建设集团有限责任公司 | A kind of making of the outer builder's jack closed cover of architectural engineering and installation method |
| CN114000695A (en) * | 2021-10-18 | 2022-02-01 | 西安安德固模架工程有限公司 | Scaffold for supporting multilayer concrete structure and mounting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170808 |
|
| RJ01 | Rejection of invention patent application after publication |