CN205663199U - Edge member vertical braces device - Google Patents
Edge member vertical braces device Download PDFInfo
- Publication number
- CN205663199U CN205663199U CN201620533107.7U CN201620533107U CN205663199U CN 205663199 U CN205663199 U CN 205663199U CN 201620533107 U CN201620533107 U CN 201620533107U CN 205663199 U CN205663199 U CN 205663199U
- Authority
- CN
- China
- Prior art keywords
- base
- principal post
- edge member
- support
- member vertical
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an edge member vertical braces device, the device is including supporting principal post member (1), and the one end full weld that supports principal post member (1) has base (2), is equipped with base bolt fastening hole (3) on base (2), the full weld has top layer board (4) on the other end of support principal post member (1), and the welding is gone up in top layer board (4) has top anchor assembly (5). Adopt the edge member vertical braces device installation of above -mentioned project organization to remove the convenience, intensity is high, corrosion -resistant, and is not general with other formwork support because the device be special design simultaneously, consequently, eliminate the risk that is used for the nearly position of floor after the workman removes at will, guaranteed the personal safety in the work progress and construct in the reliability.
Description
Technical field
This utility model relates to a kind of support means, particularly a kind of edge member vertical supporting device, belongs to mould for building
Tool field.
Background technology
In general, in architectural engineering, owing to being affected by objective condition, easily cause part armored concrete horizontal member
Cannot be overall through, then component in work progress and component overall through before cannot undertake structure self load, generally such as knot
Structure post-cast strip, the imperfect component in end etc. just need to use falsework to undertake the load before the non-complete closure of vertical structure.But
Being that this traditional shuttering supporting sets up time-consuming, material rental charge height, formwork-support support body spacing is less, manual operation
Difficulty, support body quality are difficult to ensure, easily cause potential safety hazard;And supporting frame material therefor on-site with other position used by
Material is general, easily by workman's dismounting for adjacent regions support, causes great security-hidden trouble from face;As some component by
In cause specific, such as work progress is stopped work and causes the support cycle longer, cause bracing frame corrosion to lose supporting role and make
Become potential safety hazard.
Summary of the invention
For many shortcomings and deficiencies present in above-mentioned existing background technology, this utility model carried out this improving and
Innovation, it is provided that a kind of edge member vertical supporting device.This apparatus structure is simple, it is simple to manufacture, and has assembling and disassembling convenient, by force
Spend high, corrosion-resistant, simultaneously as this device is particular design, the most general with other falsework, therefore, eliminate workman random
The risk at the nearlyer position of floor it is used for after dismounting.
For achieving the above object, this utility model realizes by adopting the following technical scheme that:
A kind of edge member vertical supporting device, this device includes supporting principal post rod member (1), supports principal post rod member (1)
One end full weld has base (2), base (2) to be provided with bolt of lower base fixing hole (3);Support on the other end of principal post rod member (1) full
It is welded with top bracket (4), top bracket (4) is welded with top anchor part (5).
As the improvement of this utility model a kind of edge member vertical supporting device, this device is overall in i-beam structure;
Described base (2) is symmetrical set each other with described top bracket (4), and base (2) is equal with the length and width of top bracket (4).
As the improvement that this utility model is above-mentioned, the quantity of described bolt of lower base fixing hole (3) is four, the most symmetrically
Arrange.
As the further improvement that this utility model is above-mentioned, the number of described top anchor part (5) is two, and it is right to be formed
Claim.
As the further improvement that this utility model is above-mentioned, described support principal post rod member (1), base (2), bolt of lower base
It is set to integrated formed structure between fixing hole (3), top bracket (4) and top anchor part (5).
Operation principle is: a kind of edge member vertical supporting device of above-mentioned design structure is at lower floor's floor concrete casting
After completing, when setting up upper former support, according to drawing position location, device used jack lift or be manually transported to location
Point, then vertically holds up this device, is provided with one end of base (2) down, and then lower end is adopted by bolt of lower base fixing hole (3)
Being fixed on mattess device lower end with chemical anchor bolts or expansion bolt, the upper end of device is the most corresponding in upper former
Position perforate, bore size and device top bracket (4) consistent size, and top anchor part (5) is stretched into upper strata floor or beam
In, after upper strata floor bar colligation completes, naturally anchor into superstructure, by concrete gravity by device pressure during concreting
Tightly, after concrete setting, device is anchored;During dismounting, first this support means is excised along concrete surface, then with oxygen lance
Remove the lower base (2) connecting bolt above and between ground again or crab-bolt i.e. completes to remove work.
This utility model compared with prior art, has a following beneficial effect: a kind of edge that this utility model provides
Component vertical supporting device can have enough to meet the need the height of utilization by using I-steel, steel plate, reinforcing bar and other auxiliary materials processing to form
Strength support device.Achieving simple in construction, manufacture simply, have assembling and disassembling convenient, intensity is high, it is reliable, corrosion-resistant to support,
Simultaneously as this device is particular design, the most general with other falsework, therefore, eliminate after workman arbitrarily removes for building
The risk at the nearlyer position of layer.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings detailed description of the invention of the present utility model is described in further detail, wherein:
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is the structural representation after this utility model assembles completely;
Fig. 3 is use state diagram of the present utility model;
Fig. 4 is main sectional view of the present utility model;
Wherein, figure indicates: 1 support principal post rod member, 2 bases, 3 bolt of lower base fixing holes, 4 top bracket,
5 top anchor parts.
Detailed description of the invention
And say the technical solution of the utility model the most detailed explanation of work below in conjunction with embodiment and accompanying drawing
Bright.
Fig. 1 is overall structure schematic diagram of the present utility model, as it can be seen, a kind of edge member vertical supporting device, should
Device includes supporting principal post rod member 1, and one end full weld supporting principal post rod member 1 has base 2, base 2 to be provided with bolt of lower base and fix
Hole 3;Support full weld on the other end of principal post rod member 1 and have top bracket 4, top bracket 4 is welded with top anchor part 5.
Further, this device is overall in i-beam structure;Base 2 is symmetrical set each other with described top bracket 4, and
Base 2 is equal with the length and width of top bracket 4.
Further, the quantity of bolt of lower base fixing hole 3 is four, is symmetrical set each other.
Further, the number of top anchor part 5 is two, forms symmetry.
Further, principal post rod member 1, base 2, bolt of lower base fixing hole 3, top bracket 4 and top anchor are supported
It is set to integrated formed structure between part 5.Wherein, principal post rod member 1 is supported with frame.
This utility model one edge member vertical supporting device can need situation to be designed according to project, installs.
As shown in Figures 2 to 4, during installation, after lower floor's floor concrete casting completes, when setting up upper former support,
According to drawing position location, device used jack lift or be manually transported to anchor point, then this device vertically being holded up, be provided with
Down, then lower end uses chemical anchor bolts or expansion bolt that device lower end is solid by bolt of lower base fixing hole 3 in one end of base 2
On concrete floor, the upper end of device is in upper former vertical correspondence position perforate, bore size and device top bracket 4
Consistent size, stretches into top anchor part 5 in upper strata floor or beam, naturally anchors into upper strata after upper strata floor bar colligation completes
Structure, compresses by concrete gravity device, has consolidated installment work during concreting;
During dismounting, first with oxygen lance by this support means along concrete surface excise, remove the most again in lower base 2 with
Connecting bolt or crab-bolt between ground i.e. complete to remove work.During this enforcement, concrete edge member shape need to be treated
When becoming complete stress system can independently undertake vertical load and after reaching form removal condition, device is the most dismountable.
This utility model has the advantage that in a specific embodiment
1, material selection, on-the-spot easy to process, support reliable;
2, support means has easy for installation, and people can carry, intensity is high, single vertical rod can by load 2000KG with
Upper, independent of formwork-support work;
3, device can be more than 2 meters without horizontal bars, spacing, and between vertical rod, space is big, beneficially human users and vertical
Refuse collecting between bar;
4, device is specific customization, the most general with other falsework, eliminates after workman arbitrarily removes nearer for floor
The risk at position;
5, device stiffness, intensity are high, corrosion-resistant, and stress and power transmission are clear, can support for a long time;Device mixes with upper and lower floor
Solidifying soil zero distance contact, without template interlayer, it is to avoid the long-time burn into the most in wet condition of conventional steel bracing frame cope match-plate pattern becomes rusty
The risk that erosion rear support effect declines;
6, device assembling and disassembling is convenient.
Finally, needing to illustrate, protection domain of the present utility model is not limited solely to above-described embodiment, above-mentioned
Embodiment is intended merely to help explain and this utility model is described, as long as structure is identical with structure of the present utility model, just falls
The scope of this utility model protection.
Claims (5)
1. an edge member vertical supporting device, it is characterised in that: this device includes supporting principal post rod member (1), supports principal post
One end full weld of rod member (1) has base (2), base (2) to be provided with bolt of lower base fixing hole (3);Support the another of principal post rod member (1)
On one end, full weld has top bracket (4), and top bracket (4) is welded with top anchor part (5).
A kind of edge member vertical supporting device the most according to claim 1, it is characterised in that: this device is overall in I-shaped
Steel construction;Described base (2) is symmetrical set each other with described top bracket (4), and the length of base (2) and top bracket (4)
Wide equal.
A kind of edge member vertical supporting device the most according to claim 1, it is characterised in that: described bolt of lower base is fixed
The quantity in hole (3) is four, is symmetrical set each other.
A kind of edge member vertical supporting device the most according to claim 1, it is characterised in that: described top anchor part
(5) number is two, forms symmetry.
A kind of edge member vertical supporting device the most according to claim 1, it is characterised in that: described support principal post rod member
(1), be set between base (2), bolt of lower base fixing hole (3), top bracket (4) and top anchor part (5) one-body molded
Structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620533107.7U CN205663199U (en) | 2016-06-03 | 2016-06-03 | Edge member vertical braces device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620533107.7U CN205663199U (en) | 2016-06-03 | 2016-06-03 | Edge member vertical braces device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205663199U true CN205663199U (en) | 2016-10-26 |
Family
ID=57159633
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620533107.7U Active CN205663199U (en) | 2016-06-03 | 2016-06-03 | Edge member vertical braces device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205663199U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109695308A (en) * | 2019-01-03 | 2019-04-30 | 广东省建筑工程机械施工有限公司 | A kind of assembling type partition wall structure and its installation method |
-
2016
- 2016-06-03 CN CN201620533107.7U patent/CN205663199U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109695308A (en) * | 2019-01-03 | 2019-04-30 | 广东省建筑工程机械施工有限公司 | A kind of assembling type partition wall structure and its installation method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202139833U (en) | Cantilever scaffold for building construction | |
CN106337555A (en) | Method for constructing triangular steel support for cantilever structure of outer wall of building | |
CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
CN104389419A (en) | Cantilevered formwork platform installation structure and construction method | |
CN106120562A (en) | Overpass rod iron bracket bent cap support for shuttering integral hoisting construction method | |
CN104831639B (en) | A kind of ultra-wide nonprismatic continuous beam 0# block consolidation and releasing construction method | |
CN106758846A (en) | Cast-in-place box beam bracket and construction method | |
CN105926925A (en) | Joist steel cantilever beam of suspended scaffold and construction method thereof | |
CN202688878U (en) | Box-shaped slide beam | |
CN114134820A (en) | Formwork support and construction method for I-shaped composite beam cast-in-place bridge deck | |
CN204282803U (en) | To encorbelment formwork structure for mounting platform | |
CN104499706B (en) | Hoistway formwork platform and construction method thereof | |
CN106320183A (en) | Assembly type bent cap formwork system | |
CN205663199U (en) | Edge member vertical braces device | |
CN206667042U (en) | Bridge expanssion joint installation and adjustment instrument | |
CN203230165U (en) | Template support platform for ultra-high cantilever structure | |
CN208310204U (en) | Base for supporting and arranging elevator shaft coupling beam template | |
CN217711628U (en) | Channel steel cantilever support template supporting device | |
CN203640257U (en) | Support of overhanging type scaffold | |
CN216947881U (en) | Formwork support of I-shaped composite beam cast-in-situ bridge deck | |
CN203113226U (en) | Formwork support system with towering asymmetric concrete cantilever structure | |
CN206467577U (en) | Cast-in-place box beam bracket | |
CN104989092A (en) | Construction method of high-altitude overhang superposition type steel truss bearing platform | |
CN210685474U (en) | Concrete underpins structure | |
CN211549324U (en) | Bearing wall rear opening door hole structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |