CN204959984U - V -arrangement embedding slot way - Google Patents
V -arrangement embedding slot way Download PDFInfo
- Publication number
- CN204959984U CN204959984U CN201520521706.2U CN201520521706U CN204959984U CN 204959984 U CN204959984 U CN 204959984U CN 201520521706 U CN201520521706 U CN 201520521706U CN 204959984 U CN204959984 U CN 204959984U
- Authority
- CN
- China
- Prior art keywords
- limit
- connection block
- channel flow
- reinforcing rib
- buried channel
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 238000000034 method Methods 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000005728 strengthening Methods 0.000 abstract 2
- 230000002146 bilateral effect Effects 0.000 abstract 1
- 229910052751 metal Inorganic materials 0.000 abstract 1
- 239000002184 metal Substances 0.000 abstract 1
- 150000002739 metals Chemical class 0.000 abstract 1
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 12
- 238000004873 anchoring Methods 0.000 description 6
- 239000004575 stone Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005242 forging Methods 0.000 description 2
- 238000009440 infrastructure construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000013003 hot bending Methods 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
Abstract
The utility model provides a V -arrangement embedding slot way belongs to building fastening five metals technology technical field. V -arrangement embedding slot way comprises connecting seat and strengthening rib, the cross section of connecting seat is upper end opening and bilateral symmetry's hexagon, hexagonal limit I and IV parallels on the limit, and limit I and the limit contained angle between II is 135 degrees, and limit II and the limit contained angle between III is 135 degrees, III perpendicular to limits I and limit IV on the limit, the strengthening rib is connected with the connecting seat. The utility model discloses mechanical properties is good, and simple manufacture easily realizes automated production in batches.
Description
Technical field
The utility model discloses a kind of V-arrangement pre-buried channel flow, belongs to the pre-buried tightening technology field of building, is applied to that curtain wall is fastening, the pre-buried connection area in the fastening field of tunnel cable bridge.
Background technology
Pre-buried channel flow installs (burying) component in concealed work in advance, and be the component and fitting settled when structure is poured into a mould, for building the anchor connection of structure on thing by laying bricks or stones, the installation being beneficial to external works equipment Foundations is fixed.At present, although the pre-buried channel flow form that building field adopts is different, but be made up of pre-buried cell body Connection Block and the embedded ribs be fixed on Connection Block nothing more than, the Connection Block adopted is generally C shape or U-shaped (also referred to as degree of depth C shape), and the bottom of Connection Block is fixed with reinforcing rib.All be embedded in concrete medium below reinforcing rib and Connection Block opening surface during construction, after casting solidification, pre-buried channel flow embeds in concrete, for the anchoring of subsequent members or curtain wall, stone material etc.This kind of pre-buried channel flow structure is simple, extensive in the less demanding applications of anchoring strength.The Connection Block bottom width of this kind of pre-buried channel flow is equal with Connection Block breadth of section, therefore when causing pouring into a mould pre-buried, concrete medium there are differences in the density of solidifying of Connection Block bottom position and position, Connection Block two sides, and then affect the anchoring strength of pre-buried channel flow.
In recent years, along with the continuous propelling of high ferro infrastructure construction, the stability of high strength anchoring pre-buried channel flow and safety are had higher requirement.For this reason, existing pre-buried channel flow needs to improve further on stuctures and properties, to meet the greater security requirement of railway infrastructure construction.
Summary of the invention
The purpose of this utility model is to provide a kind of V-arrangement pre-buried channel flow, described V-arrangement pre-buried channel flow is made up of Connection Block 1 and reinforcing rib 2, the cross section of described Connection Block 1 is upper end open and symmetrical hexagon, hexagonal limit I 3 is parallel with limit IV 6, angle between limit I 3 and limit II 4 is 135 degree, angle between limit II 4 and limit III 5 is 135 degree, and limit III 5 is perpendicular to limit I 3 and limit IV 6, and reinforcing rib 2 is connected with Connection Block 1.
Preferably, Connection Block 1 described in the utility model is provided with Connection Block through hole 11, reinforcing rib 2 is connected by riveting method with the Connection Block through hole 11 of Connection Block 1.
Preferably, the lower end of reinforcing rib 2 described in the utility model is provided with boss.
Preferably, Connection Block 1 described in the utility model is connected by welding manner with reinforcing rib 2.
Use procedure of the present utility model: the inner chamber of pre-buried channel flow is filled with light foam, reinforcing rib bottom pre-buried channel flow and Connection Block are embedded in building substrate (as concrete) in advance, the Connection Block aperture position of pre-buried channel flow is in opening-wide state, and outside or plug-in component, framework, stone material, pipeline etc. are by being similar to Connection Block anchoring or the connection of V-arrangement.
Connection Block described in the utility model can adopt general ribbon steel hot rolling or hot bending, and described Connection Block intracavity bottom is provided with through hole at a certain distance; Described reinforcing rib can adopt screw-thread steel or the bar forging forming of suitable dimension specification, and one end of reinforcing rib is direct rod shape, and the other end forging and stamping of reinforcing rib have boss, and the direct rod shape end of reinforcing rib and described Connection Block are riveted at through hole position and combined.Described riveted type pre-buried channel flow manufacturing process is mainly cold stamping shaped, and technique is simple, easily realizes mechanization and produces in enormous quantities.
The beneficial effects of the utility model are:
(1) the utility model pre-buried channel flow is connected firmly after concreting, can meet the demand of high strength anchoring, good mechanical properties, is easy to realize batch automatic production;
(2) cross section of the utility model riveted type pre-buried channel flow Connection Block is in approximate V-arrangement and V-arrangement intracavity bottom is flat shape, can ensure during pouring concrete that concrete slurry is fully filled into the bottom of Connection Block, the density of solidifying rear Connection Block lower concrete is enough high, be conducive to improving pre-buried channel flow pre-buried after stability, and then improve the supporting capacity of pre-buried channel flow.
Accompanying drawing explanation
Fig. 1 is the structural representation of riveted type V-arrangement pre-buried channel flow;
Fig. 2 is the structural representation of Connection Block in Fig. 1;
Fig. 3 is the structural representation of welded type V-arrangement pre-buried channel flow;
In figure: 1-Connection Block; 11-Connection Block through hole; 2-reinforcing rib; 21-boss; 3-limit I; 4-limit II; 5-limit III; 6-limit IV.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, but protection domain of the present utility model is not limited to described content.
Embodiment 1
V-arrangement pre-buried channel flow described in the present embodiment is made up of Connection Block 1 and reinforcing rib 2, the cross section of described Connection Block 1 is upper end open and symmetrical hexagon, hexagonal limit I 3 is parallel with limit IV 6, angle between limit I 3 and limit II 4 is 135 degree, angle between limit II 4 and limit III 5 is 135 degree, limit III 5 is perpendicular to limit I 3 and limit IV 6, and reinforcing rib 2 is connected with Connection Block 1; Connection Block 1 is provided with Connection Block through hole 11, reinforcing rib 2 is connected by riveting method with the Connection Block through hole 11 of Connection Block 1; The lower end of reinforcing rib 2 is provided with boss, as described in Fig. 1 ~ 2.
Embodiment 2
V-arrangement pre-buried channel flow described in the present embodiment is made up of Connection Block 1 and reinforcing rib 2, the cross section of described Connection Block 1 is upper end open and symmetrical hexagon, hexagonal limit I 3 is parallel with limit IV 6, angle between limit I 3 and limit II 4 is 135 degree, angle between limit II 4 and limit III 5 is 135 degree, and limit III 5 is perpendicular to limit I 3 and limit IV 6, and reinforcing rib 2 is connected with Connection Block 1, Connection Block 1 described in the utility model is connected by welding manner with reinforcing rib 2, as shown in Figure 3.
Claims (4)
1. a V-arrangement pre-buried channel flow, it is characterized in that: described V-arrangement pre-buried channel flow is made up of Connection Block (1) and reinforcing rib (2), the cross section of described Connection Block (1) is upper end open and symmetrical hexagon, hexagonal limit I (3) is parallel with limit IV (6), angle between limit I (3) and limit II (4) is 135 degree, angle between limit II (4) and limit III (5) is 135 degree, limit III (5) is perpendicular to limit I (3) and limit IV (6), and reinforcing rib (2) is connected with Connection Block (1).
2. V-arrangement pre-buried channel flow according to claim 1, it is characterized in that: Connection Block (1) is provided with Connection Block through hole (11), reinforcing rib (2) is connected by riveting method with the Connection Block through hole (11) of Connection Block (1).
3. V-arrangement pre-buried channel flow according to claim 2, is characterized in that: the lower end of reinforcing rib (2) is provided with boss.
4. V-arrangement pre-buried channel flow according to claim 1, is characterized in that: Connection Block (1) is connected by welding manner with reinforcing rib (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520521706.2U CN204959984U (en) | 2015-07-20 | 2015-07-20 | V -arrangement embedding slot way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520521706.2U CN204959984U (en) | 2015-07-20 | 2015-07-20 | V -arrangement embedding slot way |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204959984U true CN204959984U (en) | 2016-01-13 |
Family
ID=55055059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520521706.2U Expired - Fee Related CN204959984U (en) | 2015-07-20 | 2015-07-20 | V -arrangement embedding slot way |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204959984U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472481A (en) * | 2020-04-14 | 2020-07-31 | 广东东兴建设工程有限公司 | Anchor plate for building installation |
| CN112134224A (en) * | 2020-08-31 | 2020-12-25 | 中铁隧道局集团建设有限公司 | V-shaped temporary cable bridge for construction |
-
2015
- 2015-07-20 CN CN201520521706.2U patent/CN204959984U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472481A (en) * | 2020-04-14 | 2020-07-31 | 广东东兴建设工程有限公司 | Anchor plate for building installation |
| CN112134224A (en) * | 2020-08-31 | 2020-12-25 | 中铁隧道局集团建设有限公司 | V-shaped temporary cable bridge for construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20170720 |