CN206512931U - A kind of working iron railing stool of building floor - Google Patents
A kind of working iron railing stool of building floor Download PDFInfo
- Publication number
- CN206512931U CN206512931U CN201720047033.0U CN201720047033U CN206512931U CN 206512931 U CN206512931 U CN 206512931U CN 201720047033 U CN201720047033 U CN 201720047033U CN 206512931 U CN206512931 U CN 206512931U
- Authority
- CN
- China
- Prior art keywords
- supporting member
- horizontal support
- building floor
- stool
- support elements
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of working iron railing stool of building floor, the support of reinforced mesh in being constructed for building floor, including horizontal support elements and the support leg member for support level supporting member;The horizontal support elements are annular in shape, set fluted in the horizontal support elements;Compared with prior art, the utility model sets fluted in horizontal support elements, and effectively bar spacing can be fixed, and effectively avoids causing reinforcing bar to move due to repeatedly trampling;Connecting portion with threaded hole is provided with, the regulation of height can be effectively supported by connecting portion;Make simple, convenient, fast, reliability high.
Description
Technical field
The utility model is related to building floor technical field of construction, specifically, is a kind of working iron of building floor
Split heads.
Background technology
In cast-in-place concrete floor construction, inevitably walked about on the floor for tied up reinforcing bar.Particularly exist
When pouring floorslab concrete construction, due to arbitrarily trampling for operating personnel, cause floor top bars to be stepped on curved, not only increase building
Plate top bars protective layer, and also result in the effective depth reduction of upper layer plate-rib, the decline of floor bearing capacity.Especially rain
The cantilevered plates such as paulin, balcony may cause and encorbelment in the event of the situation that top bars is seriously trampled, cover to reinforcement is excessive
Plate topples.
To ensure that the effective depth of top bars is not reduced, cover to reinforcement does not increase, typically floor top bars is pacified
It is placed on cushion block, plastics or steel bar horse-shaped bench, is propped up floor top bars using cushion block or one direction split heads.Cushion block, plastics horse
Stool bearing capacity is poor, is easily tramped or stepped on and turned over, actual effect is bad;Effectively the spacing between reinforcing bar can not be controlled
System, while the height of supporting leg can not be adjusted, it is impossible to the effective support for meeting different-thickness floor bar mesh sheet, usually because
Slab thickness is influenceed for the height of split heads;Cause after the completion of concreting, major project is checked and accepted, floor bar spacing is not inconsistent
Design and code requirement are closed, influence is checked and accepted.
Utility model content
The purpose of this utility model is to provide a kind of building floor working iron railing stool, can used at the construction field (site)
Discarded reinforcing bar is made, and is made simply, conveniently;The support of different-thickness floor bar mesh sheet can be effectively met, can
Effectively the spacing between reinforcing bar is controlled.
The utility model is achieved through the following technical solutions:A kind of working iron railing stool of building floor, for building building
The support of reinforced mesh in plate construction, including horizontal support elements and the support leg member for support level supporting member;Institute
State horizontal support elements annular in shape, set fluted in the horizontal support elements.
Such scheme is carried out further preferably, the horizontal support elements include two supporting member A and two supports
Component B;The supporting member A and supporting member B are connected and are formed rectangle two-by-two.
Further preferred, the company of the support leg member and the supporting member A and supporting member B is carried out to such scheme
Contact is connected.
Such scheme is carried out further preferably, the groove includes the groove A for being evenly distributed on supporting member A and uniform
It is distributed in the groove B on supporting member B.
Such scheme is carried out further preferably, the support leg member includes being provided with externally threaded upper boom, being provided with
The connecting portion of threaded connection hole and it is provided with externally threaded lower beam;The upper boom is connected by connecting portion with lower beam.
Such scheme is carried out further preferably, the supporting member A and supporting member B are respectively with upper boom away from level branch
Support the side welding of component.
Such scheme is carried out further preferably, side of the lower beam away from horizontal support elements is in " eight " font.
Such scheme is carried out further preferably, the side of the support leg member away from horizontal support elements is coated with anti-
Rust paint.
The utility model compared with prior art, with advantages below and beneficial effect:
(1)The utility model sets fluted in horizontal support elements, and effectively bar spacing can be fixed,
It is effective to avoid causing reinforcing bar to move due to repeatedly trampling.
(2)The utility model is provided with connecting portion with threaded hole, and height can be effectively supported by connecting portion
Regulation.
(3)It is high that the utility model makes simple, convenient, fast, reliability.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of the working iron railing stool of building floor;
Wherein 1- horizontal support elements, 11- supporting members A, 12- supporting member B, 111- groove A, 121- groove B, 2- branch
Support leg component, 21- upper booms, 22- connecting portions, 23- lower beams.
Embodiment
The utility model is described in further detail with reference to embodiment, but embodiment of the present utility model is not
It is limited to this.
Embodiment 1:
The utility model is achieved through the following technical solutions:As shown in figure 1, a kind of working iron railing stool of building floor,
The support of reinforced mesh in being constructed for building floor, including horizontal support elements 1 and the branch for support level supporting member 1
Support leg component 2;The horizontal support elements 1 are annular in shape, set fluted in the horizontal support elements 1.
It should be noted that by above-mentioned improvement, set in horizontal support elements 1 it is fluted can be effectively reinforcing bar
Away from being fixed, it is to avoid reinforcing bar is shifted, the later stage is caused to check and accept unqualified, influence is overall to deliver.Horizontal support elements are annularly tied
Structure is such as:Rectangle, circle, triangle etc..
Embodiment 2:
The present embodiment does further optimization on the basis of above-described embodiment, as shown in figure 1, the horizontal support elements 1
Including two supporting member A11 and two supporting member B12;The supporting member A11 and supporting member B12 are connected and shape two-by-two
It is rectangular;The support leg member 2 is connected with the supporting member A11 and supporting member B12 tie point.
It should be noted that by above-mentioned improvement, two supporting member A11 and two supporting member B12 connect to form square
Shape Stability Analysis of Structures.
The other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 3:
The present embodiment does further optimization on the basis of above-described embodiment, as shown in figure 1, the groove includes uniform point
Groove A111 and the groove B121 that is evenly distributed on supporting member B12 on of the cloth in supporting member A11.
It should be noted that by above-mentioned improvement, groove is arranged according to Architectural Design Requirements, ensure that a variety of
The use that reinforcing bar is fixed under spacing, is related to spacing range extensively, form is simple.
The other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 4:
The present embodiment does further optimization on the basis of above-described embodiment, as shown in figure 1, the support leg member 2 is wrapped
Include and be provided with externally threaded upper boom 21, be provided with the connecting portion 22 of threaded connection hole and be provided with externally threaded lower beam 23;Institute
Upper boom 21 is stated to be connected with lower beam 23 by connecting portion 22.
It should be noted that by above-mentioned improvement, upper boom 21 is made with lower beam 23 of size identical component, and screw thread is big
The small internal thread hole with connecting portion 22 matches, in use, makes the steel of floor the reason for usually can be because of split heads height
Tendon protective layer thickness is excessive or too small, by connecting portion 22 and upper boom 21, the threaded connection of lower beam 23, can effectively adjust height
Degree, when split heads insufficient height, changes the overall high of split heads by adjusting upper boom 21, length of the lower beam 23 in screwed hole
Degree;Further because the thickness of floor has differences, changed by adjusting upper boom 21, length of the lower beam 23 in screwed hole
The whole height of split heads, reaches that split heads meets the use condition of different-thickness floor.
The other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 5:
The present embodiment does further optimization on the basis of above-described embodiment, as shown in figure 1, the supporting member A11 and
Supporting member B12 welds the side away from horizontal support elements 1 with upper boom 21 and welded respectively.
It is connected mode, simple it should be noted that by above-mentioned improvement, it is adaptable to which that construction site is made.
The other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 6:
The present embodiment does further optimization on the basis of above-described embodiment, further, as shown in figure 1, the lower beam
23 sides away from horizontal support elements 1 are in " eight " font.
It should be noted that by above-mentioned improvement, side of the lower beam 23 away from horizontal support elements 1 is in " eight " font, building
Plate bottom reinforcement bars can be placed on the lower mouth of " eight " font so that split heads is more stablized, reliably for the support of reinforced mesh.
The other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 7:
The present embodiment does further optimization on the basis of above-described embodiment, further, as shown in figure 1, the support
Side of the leg member 2 away from horizontal support elements 1 is coated with antirust paint.
It should be noted that by above-mentioned improvement, effectively avoiding after having constructed, because split heads does not derust, building is influenceed
The impression quality of plate, influences being delivered for use for building.
The other parts of the present embodiment are same as the previously described embodiments, therefore repeat no more.
Embodiment 8:
Because reinforced mesh has intersection, can be placed in groove for guarantee reinforced mesh can be by the recessed of supporting member A11
Groove and supporting member B12 groove two kinds of grooves that to be set to depth different, effectively meet reinforced mesh can be placed at it is recessed
In groove;
It can also take and supporting member A11 and supporting member B12 are not arranged in same level, supporting member A11
Groove with supporting member B12 is in the same size, supporting member A11 and supporting member B12 by supporting leg member 2 to connect two-by-two,
Supporting member A11 and supporting member B12 formation right angle, also can effectively meet it is effective meet reinforced mesh can be placed at it is recessed
In groove;
It is preferred that use supporting member A11 and supporting member B12 be not arranged in this mode in same level, can more carry
The efficiency of height field fabrication split heads.
Embodiment 9:
The present embodiment is as most preferred embodiment of the present utility model, as shown in figure 1, a kind of working iron-clad horses of building floor
Stool, the support of reinforced mesh in being constructed for building floor, including horizontal support elements 1 and for support level supporting member 1
Support leg member 2;The horizontal support elements 1 are annular in shape, set fluted in the horizontal support elements 1;The level
Supporting member 1 includes two supporting member A11 and two supporting member B12;The supporting member A11 and supporting member B12 lead to
Support leg member 2 is crossed to connect two-by-two;The groove is evenly distributed on supporting member A11 and supporting member B12;The supporting leg
Component 2 include be provided with externally threaded upper boom 21, be provided with the connecting portion 22 of threaded connection hole and be provided with it is externally threaded under
Bar 23;The upper boom 21 is connected by connecting portion 22 with lower beam 23;The supporting member A11 and supporting member B12 respectively with it is upper
Side welding of the bar 21 away from horizontal support elements 1;The side of the lower beam 23 away from horizontal support elements 1 is in " eight " font;
The side of the support leg member 2 away from horizontal support elements 1 is coated with antirust paint.
It the above is only preferred embodiment of the present utility model, any formal limitation not done to the utility model, it is all
It is any simple modification, the equivalent variations made according to technical spirit of the present utility model to above example, each falls within this reality
Within new protection domain.
Claims (8)
1. a kind of working iron railing stool of building floor, the support of reinforced mesh in being constructed for building floor, it is characterised in that
Including horizontal support elements(1)With for support level supporting member(1)Support leg member(2);The horizontal support elements
(1)Annularly, the horizontal support elements(1)It is upper to set fluted.
2. a kind of working iron railing stool of building floor according to claim 1, it is characterised in that the horizontal support structure
Part(1)Including two supporting member A(11)With two supporting member B(12);The supporting member A(11)With supporting member B
(12)Connect two-by-two and form rectangle.
3. a kind of working iron railing stool of building floor according to claim 2, it is characterised in that the support leg member
(2)With the supporting member A(11)With supporting member B(12)Tie point connection.
4. the working iron railing stool of a kind of building floor according to claim 2, it is characterised in that the groove includes equal
It is even to be distributed in supporting member A(11)Groove A and be uniformly distributed supporting member B(12)Groove B(121).
5. a kind of working iron railing stool of building floor according to claim 1, it is characterised in that the support leg member
(2)Including being provided with externally threaded upper boom(21), be provided with the connecting portion of threaded connection hole(22)And be provided with externally threaded
Lower beam(23);The upper boom(21)Pass through connecting portion(22)With lower beam(23)Connection.
6. a kind of working iron railing stool of building floor according to claim 5, it is characterised in that the supporting member A
(11)With supporting member B(12)Respectively with upper boom(21)Away from horizontal support elements(1)Side welding.
7. a kind of working iron railing stool of building floor according to claim 5, it is characterised in that the lower beam(23)Far
From horizontal support elements(1)Side be in " eight " font.
8. a kind of working iron railing stool of building floor according to claim any one of 1-7, it is characterised in that the branch
Support leg component(2)Away from horizontal support elements(1)Side be coated with antirust paint.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720047033.0U CN206512931U (en) | 2017-01-16 | 2017-01-16 | A kind of working iron railing stool of building floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720047033.0U CN206512931U (en) | 2017-01-16 | 2017-01-16 | A kind of working iron railing stool of building floor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206512931U true CN206512931U (en) | 2017-09-22 |
Family
ID=59864854
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720047033.0U Expired - Fee Related CN206512931U (en) | 2017-01-16 | 2017-01-16 | A kind of working iron railing stool of building floor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206512931U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265985A (en) * | 2018-01-11 | 2018-07-10 | 三箭建设工程集团有限公司 | A kind of bar spacing regulating device |
CN110374263A (en) * | 2019-06-04 | 2019-10-25 | 广东博智林机器人有限公司 | Integrated cushion block |
CN113605606A (en) * | 2021-08-04 | 2021-11-05 | 扬州大学 | Steel bar connecting component and combination thereof |
-
2017
- 2017-01-16 CN CN201720047033.0U patent/CN206512931U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265985A (en) * | 2018-01-11 | 2018-07-10 | 三箭建设工程集团有限公司 | A kind of bar spacing regulating device |
CN110374263A (en) * | 2019-06-04 | 2019-10-25 | 广东博智林机器人有限公司 | Integrated cushion block |
CN110374263B (en) * | 2019-06-04 | 2021-05-18 | 广东博智林机器人有限公司 | Integrated cushion block |
CN113605606A (en) * | 2021-08-04 | 2021-11-05 | 扬州大学 | Steel bar connecting component and combination thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206512931U (en) | A kind of working iron railing stool of building floor | |
CN106065681B (en) | It is a kind of based on BIM technology overall assembled building in superimposed sheet hoard strip construction method | |
CN206306252U (en) | A kind of prefabricated small box girder reinforcing bar colligation moulding bed | |
CN205444887U (en) | Slope roofing template system | |
CN105908902A (en) | Positioning frame for prefabricated pier column reinforcing bar cages and construction method of pier column reinforcing bar cages | |
CN103266778B (en) | Detachable triangular scaffold and steel truss assembly construction method | |
CN105256948A (en) | Construction method and molding bed of square reinforced concrete pier | |
CN108625489A (en) | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure | |
CN103410269A (en) | Unbonded prestress cast-in-place reinforced concrete hollow slab construction structure and method | |
CN113638304B (en) | Concrete beam type bridge hidden cover beam structure system and construction method thereof | |
CN208396317U (en) | A kind of quick apparatus for leveling of basement bottom board concrete | |
CN103321155A (en) | Viaduct pier construction platform system and method for building system and pouring piers | |
CN213953189U (en) | Supporting device for ensuring smooth surface of lower cone shell of prefabricated water tank | |
CN204920239U (en) | A child die carrier for making square framework of steel reinforcement | |
CN105317052A (en) | Tower crane foundation bolt fixing method | |
CN206205480U (en) | A kind of interim steel pipe support prestressed reinforcement structure | |
CN104961058B (en) | A kind of double Z shaped support steel beam and crane supporting member and preparation method containing it | |
CN111236632A (en) | Construction method of heavy bracket and profile steel combined supporting system for super-thick top plate | |
CN204940863U (en) | External wall construction outside large form bracket | |
CN206015700U (en) | A kind of raft foundation steelframe support | |
CN207392451U (en) | A kind of building armored concrete overhangs girder construction | |
CN203307733U (en) | Construction platform system of concrete pier of viaduct | |
CN205617664U (en) | Prefabricated pier stud locating rack for steel reinforcement cage | |
CN202220439U (en) | Combined steel template of integral stair plate | |
CN210827113U (en) | Truss structure for pier construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170922 Termination date: 20220116 |
|
CF01 | Termination of patent right due to non-payment of annual fee |