CN205276698U - Angle steel in system hole in concrete - Google Patents
Angle steel in system hole in concrete Download PDFInfo
- Publication number
- CN205276698U CN205276698U CN201521028839.2U CN201521028839U CN205276698U CN 205276698 U CN205276698 U CN 205276698U CN 201521028839 U CN201521028839 U CN 201521028839U CN 205276698 U CN205276698 U CN 205276698U
- Authority
- CN
- China
- Prior art keywords
- concrete
- angle steel
- angle
- reinforcing bar
- beams
- 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
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Abstract
The utility model discloses an angle steel in system hole in concrete, characterized by it by the angle steel skeleton, the reinforcing bar is constituteed, this angle steel in system hole in concrete makes the hole on two planes of angle steel skeleton, angle steel with this section system hole, it connects into stable steel construction to pass its hole overhead crossing to the reinforcing bar in the concrete, the cost that drops into is less, nevertheless can improve hundreds of times intersection's twisting resistances of becoming between 90 angle cross section and concrete beam and the post (relative with electrically weld be connected) between the concrete beam, make not and between the concrete beam of same straight line and not to be connected one integrated massly between same planar concrete beam and the post.
Description
Technical field:
The utility model relates to field of engineering building, specifically the angle steel of drilling in a kind of concrete.
Background technology:
At present, in large-scale concrete steel shelf structure, the method of wiretie or electric welding is adopted to be connected in the corner of shape angle in 90 �� and at beams of concrete with the intersection of coagulation earth pillar between beams of concrete, wherein tying up is substantially do not possess twisting resistance, and electric welding twisting resistance on the point of crossing connected is also little; The beams of concrete proposed in patent documentation Patent ZL201520286746.3 improves the steel tie rod plate of tension power, is not mentioned to the problem of twisting resistance in full; The utility model be exactly utilize the attribute light weight of angle steel itself, cost is low, structure is simple, assemble the advantages such as easy, solve between beams of concrete in the corner of shape angle in 90 �� and in the twisting resistance problem of beams of concrete and the intersection of coagulation earth pillar.
Summary of the invention:
The purpose of this utility model is to provide the angle steel of drilling in a kind of concrete, it is to increase in the corner of shape angle in 90 �� and at the twisting resistance of beams of concrete and the intersection of coagulation earth pillar between beams of concrete.
The utility model adopts following technical scheme to realize its goal of the invention: the angle steel of drilling in a kind of concrete, and it is made up of angle steel skeleton 1, reinforcing bar 2; Wherein angle steel skeleton 1 is provided with two row and wears reinforced hole 1-1, angle steel skeleton 1 is located between beams of concrete in the corner of shape angle in 90 �� and in the intersection of beams of concrete and coagulation earth pillar, two row reinforcing bar 2 vertical angles in 90 ��, through angle steel skeleton 1, form firm steel construction.
Owing to have employed above technology, the utility model realizes its goal of the invention preferably, in this concrete, the angle steel of drilling is drilling in two planes of angle steel skeleton, with the angle steel of this section of drilling, reinforcing bar in concrete is connected into stable steel construction through its hole flyover, the cost dropped into is less, but angular cross place in 90 �� between beams of concrete and intersection's twisting resistance hundreds of times between beams of concrete with post (relative be connected with electric welding) can be improved, make to be connected to obtain one integrated mass not between the beams of concrete of same bar straight line and not between the beams of concrete and post of same plane.
Accompanying drawing illustrates:
Accompanying drawing 1 is one-piece construction schematic diagram of the present utility model.
Accompanying drawing 2 is the structural representation of the utility model mark 1.
Description of reference numerals is shown in specification sheets last page form.
Embodiment:
Below in conjunction with accompanying drawing, summary of the invention is described further:
Embodiment 1:
By summary of the invention it will be seen that the angle steel of drilling in a kind of concrete, it is made up of angle steel skeleton 1, reinforcing bar 2; Wherein angle steel skeleton 1 is provided with two row and wears reinforced hole 1-1, angle steel skeleton 1 is located between beams of concrete in the corner of shape angle in 90 �� and in the intersection of beams of concrete and coagulation earth pillar, two row reinforcing bar 2 vertical angles in 90 ��, through angle steel skeleton 1, form firm steel construction.
Angle steel skeleton 1 described in the utility model refers to: the steel plate of vertical angle in 90 ��; And be provided with thereon and wear reinforced hole 1-1, its effect improves between beams of concrete in the corner of shape angle in 90 �� and at the twisting resistance of beams of concrete and the intersection of coagulation earth pillar; As shown in Figure 2, its design position is as marked shown in 1 in accompanying drawing 1 for its structure.
Reinforcing bar 2 described in the utility model refers to: conventional reinforcing bar; Its effect is connected with angle steel skeleton 1, forms firm steel construction; Its design position is as marked shown in 2 in accompanying drawing 1.
The reinforced hole 1-1 that wears described in the utility model refers to: the reinforced hole on angle steel skeleton 1; Its effect is for reinforcing bar 2 angle of penetration Steel Skeleton 1, and angle steel skeleton 1 and reinforcing bar 2 are linked together; Its design position is as marked shown in 1-1 in accompanying drawing 2.
| Reference numerals | Mark title | Reference numerals | Mark title |
| 1 | Angle steel skeleton 1 | 1-1 | Wear reinforced hole 1-1 |
| 2 | Reinforcing bar 2 |
Claims (1)
1. an angle steel for drilling in concrete, is characterized in that it is made up of angle steel skeleton (1), reinforcing bar (2); Wherein angle steel skeleton (1) is provided with two row and wears reinforced hole (1-1), angle steel skeleton (1) is located between beams of concrete in the corner of shape angle in 90 �� and in the intersection of beams of concrete and coagulation earth pillar, two row reinforcing bar (2) vertical angles in 90 ��, through angle steel skeleton (1), form firm steel construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521028839.2U CN205276698U (en) | 2015-12-14 | 2015-12-14 | Angle steel in system hole in concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521028839.2U CN205276698U (en) | 2015-12-14 | 2015-12-14 | Angle steel in system hole in concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205276698U true CN205276698U (en) | 2016-06-01 |
Family
ID=56061282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521028839.2U Expired - Fee Related CN205276698U (en) | 2015-12-14 | 2015-12-14 | Angle steel in system hole in concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205276698U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108627400A (en) * | 2018-04-17 | 2018-10-09 | 国网山西省电力公司电力科学研究院 | A kind of angle steel X-braced panels stability bearing capacity experimental rig and method |
| CN112160492A (en) * | 2020-10-09 | 2021-01-01 | 迟庆峰 | Punching angle steel concrete |
-
2015
- 2015-12-14 CN CN201521028839.2U patent/CN205276698U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108627400A (en) * | 2018-04-17 | 2018-10-09 | 国网山西省电力公司电力科学研究院 | A kind of angle steel X-braced panels stability bearing capacity experimental rig and method |
| CN108627400B (en) * | 2018-04-17 | 2020-12-25 | 国网山西省电力公司电力科学研究院 | Device and method for testing stable bearing capacity of angle steel crossed inclined material |
| CN112160492A (en) * | 2020-10-09 | 2021-01-01 | 迟庆峰 | Punching angle steel concrete |
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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: 20160601 Termination date: 20191214 |