CN107143127A - Support body tension member structure - Google Patents
Support body tension member structure Download PDFInfo
- Publication number
- CN107143127A CN107143127A CN201710401876.0A CN201710401876A CN107143127A CN 107143127 A CN107143127 A CN 107143127A CN 201710401876 A CN201710401876 A CN 201710401876A CN 107143127 A CN107143127 A CN 107143127A
- Authority
- CN
- China
- Prior art keywords
- bolt
- shank
- bottom plate
- guide rail
- shaped hoop
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 7
- 229910052742 iron Inorganic materials 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
Abstract
A kind of support body tension member structure, carrier setting bolt component includes shank of bolt, bottom plate, and the upper end of shank of bolt is provided with screw thread, the bottom of shank of bolt is welded to connect with bottom plate, mounting hole is provided with bottom plate, screw thread and nut formation screw connection structure on sleeve pipe, shank of bolt are socketed with outside shank of bolt；Guide rail fastener includes round steel pipe and the U-shaped hoop welded with round steel pipe one end, and a pair of sidewalls of U-shaped hoop is provided with mounting hole so that U-shaped hoop is bolted the guide rail rectangular tube for being fixed on attachment type raise scaffold.Its advantage is that shank of bolt welds together with bottom plate, is connected with iron nail by mounting hole with building template, easy for installation, labor strength is reduced, safety coefficient is high, after construction terminates, nut is unclamped, bolt block can be extracted out from building, only retain sleeve pipe, during construction next time, more casing replacing is only needed, part repeats dismounting and used, and saves material, simple in construction, safe and reliable, assembly and disassembly are easy, practical.
Description
Technical field
The present invention relates to attachment type raise scaffold technical field, more particularly to a kind of support body tension member structure.
Background technology
《According to construction tool type scaffold technical specification of security》It is required that, lifting operating mode upper end cantilever height is not more than
The height of 2/5 support body and no more than 6m, are accomplished by increasing Auxiliary support when requiring more than this, increase stability, so as to reach
To requiring.The built-in type bearing used at present, substantially one smooth pole, during construction, building is embedded in by pole one end
On, the other end is protruded upward for being attached with joint outer part, after construction terminates, need to be removed ascender with cutting machine
Remove, construction every time terminates, and all poles can not be reused, cause greatly waste；Bearing diagonal upper end using iron wire with
The mode that scaffold is tightened is fixed, and installs complicated, remaining iron wire can not be reused after dismounting, also result in great wave
Take.
The content of the invention
It is easy for installation it is an object of the invention to provide one kind is reusable, reduce labor strength, safety coefficient
Height, saves the support body tension member structure of material.
The solution of the present invention is such：
A kind of support body tension member structure, including carrier setting bolt component, guide rail fastener and bearing diagonal, the carrier setting bolt component include
Shank of bolt, bottom plate, the upper end of the shank of bolt are provided with screw thread, and bottom and the bottom plate of shank of bolt are welded to connect, and peace is provided with bottom plate
Hole is filled, screw thread and nut formation screw connection structure on sleeve pipe, the shank of bolt are socketed with outside the shank of bolt, passes through spiral shell
Female turning effort compresses sleeve pipe；The guide rail fastener includes round steel pipe and the U-shaped hoop welded with round steel pipe one end, the U
A pair of sidewalls of type hoop is provided with the matching size of mounting hole, the size of U-shaped hoop and the guide rail rectangular tube of attachment type raise scaffold
Close so that U-shaped hoop is bolted the guide rail rectangular tube for being fixed on attachment type raise scaffold.
It is an advantage of the invention that shank of bolt welds together with bottom plate, there are 4 mounting holes on bottom plate, iron nail passes through mounting hole
It is connected with building template, it is easy for installation, labor strength is reduced, safety coefficient is high, after construction terminates, and unclamps nut, can
So that bolt block to be extracted out from building, only retain sleeve pipe, during construction next time, it is only necessary to which more casing replacing, bolt block can repeat to make
With saving material；Guide rail fastener is connected using bolt with guide rail, is connected using two-tube card with bearing diagonal, the repeatable dismounting of part
Use, save material, simple in construction, safe and reliable, assembly and disassembly are easy, practical.
Brief description of the drawings
Fig. 1 is the structural representation of carrier setting bolt of the present invention.
Fig. 2 is the use state schematic diagram of the present invention.
Fig. 3 is Fig. 2 A-A sectional views.
Fig. 4 is Fig. 3 B-B sectional views.
Fig. 5 is the structural representation of guide rail fastener.
Fig. 6 is the use state schematic diagram of the present invention.
Fig. 7 is Fig. 6 C-C sectional views.
Embodiment
As shown in figure 1, the present invention includes carrier setting bolt component, guide rail fastener and bearing diagonal 14, the carrier setting bolt component
Including shank of bolt 1, bottom plate 2, the upper end of the shank of bolt 1 is provided with screw thread, and bottom and the bottom plate 2 of shank of bolt 1 are welded to connect, the bottom of at
Plate 2 is provided with mounting hole, and the screw thread being socketed with outside the shank of bolt 1 on sleeve pipe 7, the shank of bolt 1 connects with the formation screw thread of nut 9
Binding structure, is compressed sleeve pipe 7 by the turning effort of nut 9；The guide rail fastener include round steel pipe 10 and with round steel pipe one end
The U-shaped hoop 11 of welding, a pair of sidewalls of the U-shaped hoop 2 is provided with mounting hole, the size of U-shaped hoop 2 and attachment type raise scaffold
The matching size of guide rail rectangular tube is closed so that U-shaped hoop 2 is bolted the guide rail rectangle for being fixed on attachment type raise scaffold
Pipe.
As shown in Figure 2,3, 4, during erection support bolt assembly of the present invention, plate muscle 4 is connected with beam steel 5, first positioned, it is fixed
Present invention iron nail 3 is connected by the mounting hole of bottom plate 2 with building template 6 behind position, the sleeve pipe 7 that PVC material is made is enclosed on
The outer wall of shank of bolt 1, then pressing plate 8 is installed, pressing plate 8, sleeve pipe 7 are compressed with nut 9, concrete is subsequently poured into, coagulation civil engineering is formed
Build, shank of bolt 1 is fixed in building.When shank of bolt 1 need not be acted on, lower nut 8 is turned round, pressing plate 8, dismounting building mould is taken out
Plate 6, so that it may take out carrier setting bolt, can repeat to reuse carrier setting bolt, nut 9 and pressing plate 8 during construction next time.
As shown in Figure 6,7, U-shaped hoop 11 is fixed on guide rail 12 with bolt 16 so that round steel pipe 10 is stretched out to side, with double
The upper end of bearing diagonal 14 is fixedly connected by pipe clamp 13 with round steel pipe 10, bearing of 14 lower ends of support with two-tube card 13 with being embedded in building 15
The sleeve pipe 7 of bolt assembly is fixedly connected, you can complete the installation of Auxiliary support.Dismantle into the release upper/lower terminal of bearing diagonal 14
Two-tube card 13, removes bolt 12, takes out nut 9 and pressing plate 8, shank of bolt 1 is taken out, so that it may complete dismounting, remaining PVC material
The sleeve pipe being made 7 need to hammer into shape it is disconnected, whole scene dismounting finish, the material beyond decannulation 7 may be reused.
Claims (1)
1. a kind of support body tension member structure, including carrier setting bolt component, guide rail fastener and bearing diagonal（14）, it is characterised in that：Institute
Stating carrier setting bolt component includes shank of bolt（1）, bottom plate（2）, the shank of bolt（1）Upper end be provided with screw thread, shank of bolt（1）Bottom
Portion and bottom plate（2）It is welded to connect, in bottom plate（2）Mounting hole is provided with, in the shank of bolt（1）It is socketed with sleeve pipe outside（7）, the spiral shell
Tightening latch（1）On screw thread and nut（9）Screw connection structure is formed, passes through nut（9）Turning effort by sleeve pipe（7）Compress；
The guide rail fastener includes round steel pipe（10）And the U-shaped hoop welded with round steel pipe one end（11）, the U-shaped hoop（2）An offside
Wall is provided with mounting hole, U-shaped hoop（2）Size and attachment type raise scaffold guide rail rectangular tube matching size close so that it is U-shaped
Hoop（2）It is bolted the guide rail rectangular tube for being fixed on attachment type raise scaffold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710401876.0A CN107143127A (en) | 2017-05-31 | 2017-05-31 | Support body tension member structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710401876.0A CN107143127A (en) | 2017-05-31 | 2017-05-31 | Support body tension member structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107143127A true CN107143127A (en) | 2017-09-08 |
Family
ID=59780290
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710401876.0A Pending CN107143127A (en) | 2017-05-31 | 2017-05-31 | Support body tension member structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107143127A (en) |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB9005180D0 (en) * | 1990-03-08 | 1990-05-02 | Plus Eight Limited | Anchorage device |
| CN2235470Y (en) * | 1994-12-14 | 1996-09-18 | 山西省电力公司电力建设三公司 | Construction lifting mechanism for building double curved concrete tower |
| CN2350472Y (en) * | 1998-10-01 | 1999-11-24 | 曾绍强 | All assembly-type cradle track lifting scaffold |
| CN202055547U (en) * | 2011-04-21 | 2011-11-30 | 四川华神钢构有限责任公司 | Steel structure supporting system with adjustable inclined strut |
| CN202731275U (en) * | 2012-09-05 | 2013-02-13 | 江苏五环建设有限公司 | Novel guide rail type climbing frame |
| CN202787926U (en) * | 2012-09-06 | 2013-03-13 | 江苏扬州建工建设集团有限公司 | Overhanging scaffold simple and convenient to disassemble and assemble |
| CN204266571U (en) * | 2014-11-25 | 2015-04-15 | 中建四局第一建筑工程有限公司 | A kind of builder's jack i iron pre-embedded device |
| CN204691247U (en) * | 2015-05-27 | 2015-10-07 | 中电建建筑集团有限公司 | Novel universal beam form strutting system |
| CN205387814U (en) * | 2016-02-23 | 2016-07-20 | 福建省建中建设科技有限公司 | Inserted lift scaffold's lower anti -toppling device |
| CN105781089A (en) * | 2016-03-08 | 2016-07-20 | 江苏南通二建集团有限公司 | Construction method for outer wall socket type plate buckle steel pipe scaffold |
| CN106284960A (en) * | 2015-05-19 | 2017-01-04 | 周德祥 | Simple attachment type raise scaffold |
| CN206903188U (en) * | 2017-05-31 | 2018-01-19 | 广西互恒建筑材料有限公司 | Support body tension member structure |
-
2017
- 2017-05-31 CN CN201710401876.0A patent/CN107143127A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB9005180D0 (en) * | 1990-03-08 | 1990-05-02 | Plus Eight Limited | Anchorage device |
| CN2235470Y (en) * | 1994-12-14 | 1996-09-18 | 山西省电力公司电力建设三公司 | Construction lifting mechanism for building double curved concrete tower |
| CN2350472Y (en) * | 1998-10-01 | 1999-11-24 | 曾绍强 | All assembly-type cradle track lifting scaffold |
| CN202055547U (en) * | 2011-04-21 | 2011-11-30 | 四川华神钢构有限责任公司 | Steel structure supporting system with adjustable inclined strut |
| CN202731275U (en) * | 2012-09-05 | 2013-02-13 | 江苏五环建设有限公司 | Novel guide rail type climbing frame |
| CN202787926U (en) * | 2012-09-06 | 2013-03-13 | 江苏扬州建工建设集团有限公司 | Overhanging scaffold simple and convenient to disassemble and assemble |
| CN204266571U (en) * | 2014-11-25 | 2015-04-15 | 中建四局第一建筑工程有限公司 | A kind of builder's jack i iron pre-embedded device |
| CN106284960A (en) * | 2015-05-19 | 2017-01-04 | 周德祥 | Simple attachment type raise scaffold |
| CN204691247U (en) * | 2015-05-27 | 2015-10-07 | 中电建建筑集团有限公司 | Novel universal beam form strutting system |
| CN205387814U (en) * | 2016-02-23 | 2016-07-20 | 福建省建中建设科技有限公司 | Inserted lift scaffold's lower anti -toppling device |
| CN105781089A (en) * | 2016-03-08 | 2016-07-20 | 江苏南通二建集团有限公司 | Construction method for outer wall socket type plate buckle steel pipe scaffold |
| CN206903188U (en) * | 2017-05-31 | 2018-01-19 | 广西互恒建筑材料有限公司 | Support body tension member structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101649678B (en) | Structure for strengthening node of beam column by section increase method and construction method thereof | |
| CN104179341A (en) | Method for mounting combining and positioning devices of cantilever bearing frames | |
| CN206903188U (en) | Support body tension member structure | |
| CN107217860A (en) | A kind of life rope fixed mount | |
| CN105926925A (en) | Joist steel cantilever beam of suspended scaffold and construction method thereof | |
| CN104196023B (en) | A kind of using method of the concrete precast pipe pile pile top of band mechanical connecting device | |
| CN107143127A (en) | Support body tension member structure | |
| CN206903185U (en) | Pre-buried board-like carrier setting bolt structure | |
| CN202209046U (en) | Wall connecting rod for external scaffold | |
| CN208201865U (en) | Column hammer and rammed bulb pile equipment | |
| CN107023154A (en) | A kind of new builder's jack component and its construction method | |
| KR101598339B1 (en) | Fastener for deck plate combine | |
| CN203795825U (en) | Scaffold and wall connector and scaffold and wall connecting structure | |
| CN207079948U (en) | A kind of life rope fixed mount | |
| CN109779291A (en) | A kind of girder with rolled steel section en cased in concrete bottom template reinforcing device and method | |
| CN205134546U (en) | But quick detachable I -steel built -in fitting of encorbelmenting of cyclic utilization | |
| CN205348741U (en) | Can link wall spare by pivoted scaffold | |
| CN108222503A (en) | A kind of combined large pier stud steel form | |
| CN210086794U (en) | Assembly type structure and steel wire rope unloading structure suitable for assembly type structure | |
| CN209163030U (en) | The assembling structure of prefabricated components | |
| CN102704691A (en) | Whole-bundle disanchoring device and disanchoring method adopting same | |
| CN107700838A (en) | A kind of post die clamper and its application method | |
| CN108086669A (en) | Pre-buried board-like carrier setting bolt structure | |
| CN209227802U (en) | The template of piece back-grouting holds solid system in a kind of assembled architecture system | |
| CN101736694B (en) | Technology of front-nose-girder anchor support of 900 bridge erecting machine for passenger railway line |
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 | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170908 |
|
| WD01 | Invention patent application deemed withdrawn after publication |