CN214575149U - Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars - Google Patents
Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars Download PDFInfo
- Publication number
- CN214575149U CN214575149U CN202022800296.9U CN202022800296U CN214575149U CN 214575149 U CN214575149 U CN 214575149U CN 202022800296 U CN202022800296 U CN 202022800296U CN 214575149 U CN214575149 U CN 214575149U
- Authority
- CN
- China
- Prior art keywords
- split heads
- limiting
- steel bars
- muscle
- lower layers
- 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
Images
Abstract
The utility model discloses a simple and easy spacing split heads of lower floor reinforcing bar about supporting, including three spacing main muscle of mutual parallel arrangement each other, the both ends of two arbitrary adjacent spacing main muscle are as an organic whole through stabilizing vice muscle welding respectively, and arrange in spacing main muscle is around constituting polygonal limit for height frame with all stabilizing vice muscle of one end. Adopt the technical scheme of the utility model, make through adopting a plurality of root straight reinforcement welding, need not carry out bending process to the reinforcing bar, the reinforcing bar manufacturing procedure has been reduced, the manufacturing degree of difficulty has been reduced, be convenient for carry out extensive popularization and application at the construction job site, center on the limit for height frame of constituteing the polygon through many stable vice muscle, it is whole equilateral triangle to prefer the limit for height frame, the stability that utilizes the triangle-shaped structure supports upper and lower two-layer reinforcing bar, the stability has been promoted, can resist when the pouring concrete, the concrete impact force that receives, the deformation error has been reduced, establish the basis for promoting the engineering construction quality.
Description
Technical Field
The utility model particularly relates to a building engineering technical field especially relates to a simple and easy spacing split heads of lower floor reinforcing bar on supporting.
Background
The reinforcing steel bar split heads are used between the upper and lower reinforcing steel bar meshes and play a role in fixedly supporting the upper reinforcing steel bar mesh, so that the upper reinforcing steel bar mesh can bear loads caused by various construction activities, and the upper reinforcing steel bar mesh is ensured to have enough concrete protective layer thickness, so that the protective layer thickness is in a range specified by a specification. When the reinforced concrete slab is constructed, the split heads are indispensable construction auxiliary members in the measure reinforcing steel bars. At present, the general split heads have the shapes of 'n' -shaped, 'herringbone' and triangular shapes, binding or welding fixation needs to be carried out on the steel bar mesh, if the steel bar split heads are fixed in a welding mode, the workload of constructors is large, time and labor are wasted, the construction period is influenced, meanwhile, the construction cost is high, if the steel bar split heads are fixed in a binding mode, after loads are applied to the surface of the upper layer of steel bar mesh, the steel bar split heads are prone to being deformed or binding wires between the steel bar mesh fall off, the thickness of the protective layers of the upper layer of steel bar mesh and the lower layer of steel bar mesh cannot reach the range specified by standards, and the bearing capacity of the reinforced concrete slab cannot reach the design value requirement.
In the prior art, the publication numbers are: the patent document "CN 210342446U" discloses an adjustable steel bar split heads for building construction. It includes and can carry out the fixed part of support fixing to the reinforcing bar according to reinforcing bar diameter size, left branch leg and right branch leg, the fixed part includes the recess that is equipped with at the fixed part top along the length direction of fixed part, length direction along the recess is equipped with a spout in the bottom of recess, be equipped with the slider with spout looks adaptation on the spout, the slider passes through lock nut and spout fastening locking, the slider set up to the arcwall face that suits with the reinforcing bar with a side of reinforcing bar contact, be equipped with the fin on the arcwall face, below at the fixed part is equipped with supporting component, supporting component includes gusset plate and stand. However, the split heads in the above patent technologies need to be bent during the manufacturing process, the processing technology is complex, and is difficult to be widely popularized and applied in the construction site, the upper and lower layers of steel bars are supported by the separate columns, the stability is poor, and when concrete is poured, the split heads are easily deformed by the impact of the concrete, so that the engineering construction quality is affected.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a simple and easy spacing split heads of lower floor's reinforcing bar on the supporting.
The utility model discloses a realize through following technical scheme.
The utility model provides a multistage unloading hole analog simulation debug system, including three spacing main muscle of mutual parallel arrangement each other, the both ends of two arbitrary adjacent spacing main muscle are as an organic whole through stabilizing vice muscle welding respectively, and arrange in all stable vice muscle of spacing main muscle with the one end are around constituting polygonal limit for height frame.
The height limiting frame is provided with one edge and is fixedly connected with a cushion block.
The cushion block is made of cement mortar by pouring.
The number of the cushion blocks is 2.
The whole height limiting frame is in an equilateral triangle shape.
The distance between two adjacent height limiting frames is less than 1000 mm.
The length of the stable auxiliary rib is not less than 220 mm.
The nominal diameter of the stable auxiliary rib is not less than phi 25 mm.
The nominal diameter of the limiting main rib is not less than phi 25 mm.
If the length of the limiting main rib is l, the distance between two adjacent height limiting frames is m, the following relational expression is satisfied between l and m: (l-m)/2 is more than or equal to 100 mm.
The beneficial effects of the utility model reside in that: adopt the technical scheme of the utility model, make through adopting a plurality of root straight reinforcement welding, need not carry out bending process to the reinforcing bar, the reinforcing bar manufacturing procedure has been reduced, the manufacturing degree of difficulty has been reduced, be convenient for carry out extensive popularization and application at the construction job site, center on the limit for height frame of constituteing the polygon through many stable vice muscle, it is whole equilateral triangle to prefer the limit for height frame, the stability that utilizes the triangle-shaped structure supports upper and lower two-layer reinforcing bar, the stability has been promoted, can resist when the pouring concrete, the concrete impact force that receives, the deformation error has been reduced, establish the basis for promoting the engineering construction quality.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a left side view of the present invention.
In the figure: 1-limiting main rib, 2-stabilizing auxiliary rib and 3-cushion block.
Detailed Description
The technical solution of the present invention is further described below with reference to the accompanying drawings, but the scope of protection claimed is not limited to the description.
As shown in fig. 1 and 2, the utility model discloses a simple and easy spacing split heads of lower floor's reinforcing bar about the support, including three spacing owner muscle 1 of mutual parallel arrangement each other, two arbitrary adjacent spacing owner muscle 1's both ends are as an organic whole through 2 welding of stabilizing vice muscle respectively to arrange in 1 all stable vice muscle 2 of spacing owner muscle with the one end around constituting polygonal limit for height frame. Use the utility model provides a during simple and easy restriction position split heads, lower floor's reinforcing bar ligature respectively on three spacing owner muscle 1, difficult remain stable and reliable between the reinforcing bar of messenger's lower floor.
Furthermore, the height limiting frame is provided with only one edge which is fixedly connected with a cushion block 3. The cushion block 3 is made by pouring cement mortar. The number of the cushion blocks 3 is 2. The stability of the split heads is further improved by adding the cushion blocks 3.
In addition, the height limiting frame is in an equilateral triangle shape as a whole. The distance between two adjacent height limiting frames is less than 1000 mm. The length of the stabilizing auxiliary rib 2 is not less than 220 mm. The nominal diameter of the stabilizing auxiliary rib 2 is not less than phi 25 mm. The nominal diameter of the limiting main rib 1 is not less than phi 25 mm. If the length of the main limiting rib 1 is l, the distance between two adjacent height limiting frames is m, the following relational expression is satisfied between l and m: (l-m)/2 is more than or equal to 100 mm.
Adopt the technical scheme of the utility model, make through adopting a plurality of root straight reinforcement welding, need not carry out bending process to the reinforcing bar, the reinforcing bar manufacturing procedure has been reduced, the manufacturing degree of difficulty has been reduced, be convenient for carry out extensive popularization and application at the construction job site, center on the limit for height frame of constituteing the polygon through many stable vice muscle, it is whole equilateral triangle to prefer the limit for height frame, the stability that utilizes the triangle-shaped structure supports upper and lower two-layer reinforcing bar, the stability has been promoted, can resist when the pouring concrete, the concrete impact force that receives, the deformation error has been reduced, establish the basis for promoting the engineering construction quality.
Claims (8)
1. The utility model provides a simple and easy spacing split heads of lower floor's reinforcing bar, its characterized in that about the support: including three spacing main muscle (1) of mutual parallel arrangement each other, the both ends of two arbitrary adjacent spacing main muscle (1) are as an organic whole through stabilizing vice muscle (2) welding respectively, and arrange in all of spacing main muscle (1) with one end stabilize vice muscle (2) around constituteing polygonal limit for height frame, limit for height frame has and only has a limit fixedly connected with cushion (3) still, cushion (3) adopt cement mortar to pour and make.
2. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: the number of the cushion blocks (3) is 2.
3. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: the whole height limiting frame is in an equilateral triangle shape.
4. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: the distance between two adjacent height limiting frames is less than 1000 mm.
5. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: the length of the stabilizing auxiliary rib (2) is not less than 220 mm.
6. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: the nominal diameter of the stabilizing auxiliary rib (2) is not less than phi 25 mm.
7. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: the nominal diameter of the limiting main rib (1) is not less than phi 25 mm.
8. The simple limiting split heads for supporting upper and lower layers of steel bars as claimed in claim 1, wherein: if the length of the limiting main rib (1) is l, the distance between two adjacent limiting frames is m, the following relational expression is satisfied between l and m: (l-m)/2 is more than or equal to 100 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022800296.9U CN214575149U (en) | 2020-11-28 | 2020-11-28 | Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022800296.9U CN214575149U (en) | 2020-11-28 | 2020-11-28 | Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars |
Publications (1)
Publication Number | Publication Date |
---|---|
CN214575149U true CN214575149U (en) | 2021-11-02 |
Family
ID=78325122
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202022800296.9U Active CN214575149U (en) | 2020-11-28 | 2020-11-28 | Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN214575149U (en) |
-
2020
- 2020-11-28 CN CN202022800296.9U patent/CN214575149U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN214575149U (en) | Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars | |
CN214116300U (en) | Template supporting structure of overhead concrete cantilever beam | |
CN206015700U (en) | A kind of raft foundation steelframe support | |
CN108442594A (en) | A kind of thin floor and its construction technology | |
CN210460011U (en) | Assembled pier stud reinforcement bed-jig of accurate positioning | |
CN211775125U (en) | Adjustable support for reinforced concrete negative moment reinforcing steel bar protective layer | |
JPS63197721A (en) | Sheathing panel | |
CN112962966B (en) | Layered pouring construction method for super-thick reinforced concrete horizontal component | |
CN217500805U (en) | Self-supporting reinforcing steel bar split heads | |
KR100837831B1 (en) | Underground downward construction system | |
CN215484104U (en) | Lever type supporting device for reinforced concrete slab structure | |
CN110761176A (en) | Horizontal stop device of adjacent beam-ends of bridge | |
CN111809799B (en) | A shaping reinforcing bar goods for cast in situ concrete shear force wallboard | |
CN213742473U (en) | Supporting device for sedimentation post-cast strip | |
CN104131517A (en) | Strengthening framework at crack position of bridge floor | |
CN217651842U (en) | Foundation foundation structure | |
CN109469083A (en) | Foundation beam steel reinforcement cage assembly system and its construction method | |
CN218203832U (en) | Assembled view bridge | |
CN215859240U (en) | Be used for reinforced (rfd) spandrel girder in house | |
CN2509264Y (en) | Beam side bearer | |
CN215716601U (en) | Reinforced small-diameter steel bar stirrup | |
CN218990374U (en) | Diversion tunnel reinforced concrete structure | |
CN218813149U (en) | Bridge single-column pier anti-overturning reinforcing structure | |
CN218522330U (en) | Reinforced structure of circular heel post | |
CN211548218U (en) | Edge column structure of reinforced concrete shear wall and shear wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |