CN2869185Y - Structure-improved reinforcing bar connector - Google Patents
Structure-improved reinforcing bar connector Download PDFInfo
- Publication number
- CN2869185Y CN2869185Y CN 200520142692 CN200520142692U CN2869185Y CN 2869185 Y CN2869185 Y CN 2869185Y CN 200520142692 CN200520142692 CN 200520142692 CN 200520142692 U CN200520142692 U CN 200520142692U CN 2869185 Y CN2869185 Y CN 2869185Y
- Authority
- CN
- China
- Prior art keywords
- threaded portion
- reinforcing bar
- fastener
- length adjustment
- steel bar
- 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 relates to a structure modified reinforcing steel bar splice used for connecting steel frame and steel bars. The splice comprises a primary connector whose one end is fixed on the steel frame and the other end is arranged with the primary whorl part, the second connector whose one end is fixed on the joint of the steel bar and the other end is arranged with the second whorl part which is opposed to the first whorl part, a length adjustment means which is provided with whorls at the two ends and the whorls are of the same direction with one longer than the other and both parts matching with the primary and second whorl parts respectively, so that the length adjustment means is screwed between the primary and the second connectors.
Description
Technical field
The utility model relates to a kind of structure improved steel bar connector, relates to a kind of structure improved continued access device that is used for carrying out continued access between reinforcing bar and reinforcing bar especially.
Background technology
As shown in Figure 1, when on beam, building, be that reinforcing bar 2a is established in weldering between two reinforcing bar 1a in the past, behind the relative overlap joint of reinforcing bar 2a with two ends, 20a bundlees connection with steel cable again.Yet, overlap reinforcing bar 2a by this way and can make that girder construction intensity is lower, thereby need the continued access device that left and right internal thread constituted, and be respectively equipped with left external screw thread and right external screw thread in the end that two reinforcing bar desires of blocking engage, so that two reinforcing bars are firmly connected by the continued access device.
But, above-mentionedly make left and right external screw thread respectively at two steel bar ends, the mode that is spirally connected with continued access device again with left and right internal thread, because thread rotary orientation is not easy to construction mutually on the contrary, simultaneously, more because after steel bar end makes its external screw thread moulding by the processing of turning or other mechanical system, its external diameter is compared little with former reinforcing bar, and easily in external screw thread place residual stresses, so the joint of two reinforcing bars is difficult to bear the external force identical with the reinforcing bar body in fact, and very easily be subjected to destroy, like this, certainly will influence the structural strength of beam.
Novel content
Main purpose of the present utility model is to overcome above shortcomings in the prior art, and then a kind of structure improved steel bar connector that reinforcing bar and reinforcing bar are carried out continued access of being used for is provided.
To achieve these goals, the utility model provides a kind of structure improved steel bar connector, can comprise first fastener, and the one end is in order to be fixed on the described reinforcing bar, and the other end is provided with first threaded portion; Second fastener, the one end is in order to be fixed in the end of described reinforcing bar, and the other end is provided with second threaded portion, and described second threaded portion is relative with described first threaded portion; And length adjustment part, its two ends have the threaded portion respectively, and the thread rotary orientation of described threaded portion is identical, and one of them is long than another, and corresponding with described first and second threaded portion respectively, so that described length adjustment part is bolted between described first and second fastener.
When adopting the utility model that reinforcing bar and reinforcing bar are carried out continued access, can be spirally connected, and need not at the construction field (site), reach burden the site operation personnel thereby reduce follow-up processing to reinforcing bar car system thread in the identical mode of thread rotary orientation.
Brief description of drawingsfig
Fig. 1 is that the reinforcing bar of prior art is applied to the floor map between two reinforcing bars;
Fig. 2 is the three-dimensional exploded view of the utility model first embodiment;
Fig. 3 is the three-dimensional combination figure of the utility model first embodiment;
Fig. 4 is that the utility model first embodiment is applied to the floor map between two reinforcing bars;
Fig. 5 is the action schematic diagram () of the utility model first embodiment;
Fig. 6 is the action schematic diagram (two) of the utility model first embodiment;
Fig. 7 is the three-dimensional exploded view of the utility model second embodiment.
The assembly conventional letter
Prior art
Reinforcing bar 1a
Reinforcing bar 2a
Steel cable 20a
The utility model
Reinforcing bar 1
Reinforcing bar 2
Continued access device 3
First fastener, 30 weld parts 300
First threaded portion, 301 second fasteners 31
Weld part 310 second threaded portions 311
The portion of revolving 322 is held in threaded portion 321
Embodiment
Below with reference to accompanying drawings, technology contents of the present utility model is described in detail, wherein, all accompanying drawings only provide reference and explanation usefulness, are not to be used for the utility model is limited.
Fig. 2, Fig. 3 and Fig. 4 are respectively three-dimensional exploded view, the three-dimensional combination figure of the utility model first embodiment and are applied to floor map between two reinforcing bars.The utility model provides a kind of steel bar connector of architecture advances, and it is applied between two reinforcing bars 1 reinforcing bar 2 is carried out continued access, and this continued access device 3 comprises first fastener 30, second fastener 31 and length adjustment part 32.
Like this, by above-mentioned contexture, can obtain the structure improved steel bar connector of the utility model.
Consult Fig. 4 and shown in Figure 5 in the lump, when desiring between two reinforcing bars 1 reinforcing bar 2 to be set, the weld part 300 of first fastener 30 is welded on the reinforcing bar 1, the weld part 310 of second fastener 31 then welds mutually with reinforcing bar 2 free-ended ends.Then, the threaded portion 320 that will screw in the length adjustment part 32 of second fastener 31 more in advance screws in towards first threaded portion 301, because identical and two threaded portions, 320, the 321 length differences of thread rotary orientation, therefore, after short threaded portion 320 screws in first threaded portion 301, long threaded portion 321 still has the enough length and second threaded portion 311 to be spirally connected, and then can reinforcing bar 1 firmly be connected with reinforcing bar 2 by this continued access device 3, as shown in Figure 6.
In addition, be illustrated in figure 7 as the three-dimensional exploded view of the utility model second embodiment.Wherein, length adjustment part 32 also can be microscler sleeve, and its two threaded portion 320,321 is an inner bolt hole, and first and second fastener 30,31 then is respectively rhabodoid, and first and second threaded portion 301,311 is all external screw rod.
The above only is a preferred embodiment of the present utility model; these embodiment are used for limiting protection domain of the present utility model; therefore, the equivalent structure that all utilization the utility model manuals and accompanying drawing content are carried out changes, and all is included in the scope of the present utility model.
Claims (8)
1, a kind of structure improved steel bar connector, it is applied between reinforcing bar reinforcing bar be carried out continued access, it is characterized in that comprising:
First fastener, the one end is in order to be fixed on the described reinforcing bar, and the other end is provided with first threaded portion;
Second fastener, the one end is in order to be fixed in the end of described reinforcing bar, and the other end is provided with second threaded portion, and described second threaded portion is relative with described first threaded portion; And
The length adjustment part, its two ends have the threaded portion respectively, and the thread rotary orientation of described threaded portion is identical, and one of them is long than another, and corresponding with described first and second threaded portion respectively, so that described length adjustment part is bolted between described first and second fastener.
2, steel bar connector as claimed in claim 1 is characterized in that, the affixed end of described first fastener and reinforcing bar has weld part.
3, steel bar connector as claimed in claim 1 is characterized in that, the affixed end of described second fastener and reinforcing bar has weld part.
4, steel bar connector as claimed in claim 1, it is characterized in that described first and second fastener is a sleeve, its described first and second threaded portion is an inner bolt hole, described length adjustment part is microscler rhabodoid, and two threaded portions of described length adjustment part are all external screw rod.
5, steel bar connector as claimed in claim 1 is characterized in that, described first and second fastener is a rhabodoid, and its described first and second threaded portion is an external screw rod, and described length adjustment part is microscler sleeve, and two threaded portions of described length adjustment part are all inner bolt hole.
6, steel bar connector as claimed in claim 1 is characterized in that, described length adjustment part is formed with the portion of revolving of holding between its described two threaded portions.
7, steel bar connector as claimed in claim 6 is characterized in that, described surface of holding the portion of revolving is provided with embossing.
As claim 6 or 7 described steel bar connectors, it is characterized in that 8, the described portion external form of revolving of holding is the hexagonal shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520142692 CN2869185Y (en) | 2005-12-08 | 2005-12-08 | Structure-improved reinforcing bar connector |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520142692 CN2869185Y (en) | 2005-12-08 | 2005-12-08 | Structure-improved reinforcing bar connector |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2869185Y true CN2869185Y (en) | 2007-02-14 |
Family
ID=37724119
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200520142692 Expired - Fee Related CN2869185Y (en) | 2005-12-08 | 2005-12-08 | Structure-improved reinforcing bar connector |
Country Status (1)
Country | Link |
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CN (1) | CN2869185Y (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949199A (en) * | 2010-09-06 | 2011-01-19 | 王昌勇 | Connecting structure and method for SRC (Steel Reinforced Concrete) steel rib and RC (Reinforced Concrete) beam steel |
CN104775526A (en) * | 2015-04-08 | 2015-07-15 | 南通四建集团有限公司 | Novel method for connecting steel bar and section steel column connector |
-
2005
- 2005-12-08 CN CN 200520142692 patent/CN2869185Y/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949199A (en) * | 2010-09-06 | 2011-01-19 | 王昌勇 | Connecting structure and method for SRC (Steel Reinforced Concrete) steel rib and RC (Reinforced Concrete) beam steel |
CN104775526A (en) * | 2015-04-08 | 2015-07-15 | 南通四建集团有限公司 | Novel method for connecting steel bar and section steel column connector |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |