CN109138278A - A kind of steel bar connecting structure for architectural engineering - Google Patents
A kind of steel bar connecting structure for architectural engineering Download PDFInfo
- Publication number
- CN109138278A CN109138278A CN201811198292.9A CN201811198292A CN109138278A CN 109138278 A CN109138278 A CN 109138278A CN 201811198292 A CN201811198292 A CN 201811198292A CN 109138278 A CN109138278 A CN 109138278A
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- CN
- China
- Prior art keywords
- beam steel
- steel
- limit block
- connecting structure
- architectural engineering
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of steel bar connecting structures for architectural engineering, it include the upper beam steel being mutually detachably connected, lower beam steel, left beam steel and right beam steel, the bottom of upper beam steel is connected with top board, lower platen is connected at the top of lower beam steel, the right end of left beam steel is connected with left limit block, the left end of right beam steel is connected with right limit block, and the bottom of the top of upper beam steel and lower beam steel is mounted on peripheral rebar fixing device.Compared to traditional iron wire binding mode, construction is more convenient, and building intensity is higher, and when needing to adjust reinforcing bar, it is only necessary to by loosering a bolt, top board, lower platen, left limit block and right limit block be dismantled, applicability is wider, can substantially shorten the construction period；In the peripheral stiffener of the fixed more booster actions in the outside of girder reinforcing bar when use, the use of the occasions such as the particularly suitable spandrel girder of the structure and bridge pier, not only construction is simple, bearing capacity are bigger.
Description
Technical field
The present invention relates to construction engineering technical fields, more particularly, to a kind of steel bar connecting structure for architectural engineering.
Background technique
Concrete structure building is widely used all over the world, not only can single household, but also the more families of multilayer can be formed
Apartment.Some high-rise commercial buildings and public building, such as meeting pipe, high buildings and large mansions, high-rise building, shop and office building at home
Deng also using this structural system.Concrete structure building is with long service life, construct simple, short time limit, personalizable room
Interior design, the advantages that heat insulation effect is good, good permeability, antidetonation.It, generally all can be in concrete in order to guarantee the intensity of concrete
Middle increase reinforcing bar.
In existing building structure, mainly use grouting formula steel bar connecting structure, reinforcing bar connection in mainly using binding or
Sleeve fashion is attached installation.However building construction steel bar connecting structure is attached to smooth reinforcing bar and Ribbed Bar
When, fixation is usually wound by iron wire, so as to cause smooth reinforcing bar easily with respect to sliding, fixed effect is poor, existing
Building construction steel bar connecting structure, due to being fitted without clamp device, causes smooth reinforcing bar to be easy to ribbing when being installed
Reinforcing bar carries out opposite sliding, to reduce fixed effect；It is bundled using steel wire, since gauge of wire is smaller, is caused
Bearing capacity is poor, easy fracture, when concrete is under biggish stress, internal reinforcing bar can be made to loosen, so that haveing suffered
The intensity of concrete is poor；And most of reinforcing bar of existing road bridge construction is all tied up with No. eight lines, this bundle
The mode of bundle is once fixed, and just has no idea to be adjusted, if it is necessary to adjustment just need it is fully open tied up, together
When tie wire this process be also a kind of cumbersome process, not only waste time in this way, but also waste of manpower, can also be delayed work
Phase.
Summary of the invention
The problem to be solved in the present invention is to provide a kind of simple structure and reasonable design, bearing capacity is big, easy for construction and intensity
The higher steel bar connecting structure for architectural engineering.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: a kind of reinforcing bar connection for architectural engineering
Structure, includes the upper beam steel being mutually detachably connected, lower beam steel, left beam steel and right beam steel, it is described on
The bottom of beam steel is connected with top board, and lower platen is connected at the top of the lower beam steel, and the right end of the left beam steel connects
It is connected to left limit block, the left end of the right beam steel is connected with right limit block, the top board, lower platen and the left limit
Block, right limit block are detachably connected by bolt, and the bottom of the top of the upper beam steel and the lower beam steel is equal
Peripheral rebar fixing device is installed, the periphery rebar fixing device includes positioning seat and is respectively welded at the positioning
Seat outer wall on several pieces of the first lengthened plates and the second lengthened plate, first lengthened plate, the second lengthened plate outer wall on weld
It is connected to reinforcing bar axle sleeve, is embedded with peripheral stiffener simultaneously in the reinforcing bar axle sleeve of upper and lower ends.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein the upper beam reinforcing bar, lower joist steel
Muscle, left beam steel are respectively welded several stiffening plates between right beam steel.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein the intermediate region of the positioning seat
It is provided with axis hole, the upper beam steel, lower beam steel are embedded in the axis hole.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein on the top board, lower platen
Several the first nut bores are provided with, several second nut bores, the spiral shell are provided on the left limit block, right limit block
Bolt is mounted on first nut bore, in the second nut bore.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein on the top board, lower platen
It is provided with first through hole, the upper beam steel, lower beam steel are pierced by from the first through hole.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein the left limit block, right limit block
On be provided with the second through-hole, the left beam steel, right beam steel are pierced by from second through-hole.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein the upper beam reinforcing bar, lower joist steel
Muscle, left beam steel, right beam steel wherein one end at be provided with limit end.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein the left limit block, right limit block
Inside be provided with groove, the limit end on the left beam steel, right beam steel is entrapped in the groove.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, wherein the left limit block, right limit block
Between be provided with gap, the limit end on the upper beam steel, lower beam steel is entrapped in the gap.
Preferably, above-mentioned a kind of steel bar connecting structure for architectural engineering, the wherein peripheral steel of upper and lower ends
The position of the fixed device of muscle be it is corresponding up and down, the upper beam steel, lower beam steel and the positioning seat weld together.
The present invention has the advantage that is with beneficial effect: (1) bottom of beam steel is connected with top board on, lower beam steel
Top is connected with lower platen, and the right end of left beam steel is connected with left limit block, and the left end of right beam steel is connected with right limit block,
Middle top board and lower platen are detachably connected with left limit block and right limit block by bolt, thus can will be different
Girder reinforcing bar be stitched together, compared to traditional iron wire binding mode, construction is more convenient, and building intensity is higher, and works as
When needing to adjust reinforcing bar, it is only necessary to by loosering a bolt, top board, lower platen, left limit block and right limit block be dismantled
, applicability is wider, can substantially shorten the construction period；(2) top of beam steel and the bottom of lower beam steel are mounted on outer on
Enclose rebar fixing device, peripheral rebar fixing device includes positioning seat and be respectively welded on positioning seat outer wall several pieces
It is welded with reinforcing bar axle sleeve on the outer wall of first lengthened plate and the second lengthened plate, the first lengthened plate and the second lengthened plate, upper and lower two
It is embedded with peripheral stiffener in the reinforcing bar axle sleeve at end simultaneously, peripheral stiffener is inserted into reinforcing bar axle sleeve by when use, then
It is welded, it thus can be in the peripheral stiffener of the fixed more booster actions in the outside of girder reinforcing bar, the knot
The use of the occasions such as the particularly suitable spandrel girder of structure and bridge pier, not only construction is simple, bearing capacity are bigger.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is the structural schematic diagram when present invention is fitted without peripheral stiffener；
Fig. 3 is partial structure diagram of the invention；
Fig. 4 is the structural schematic diagram of the peripheral fixed device of stiffener in the present invention；
Structural schematic diagram when Fig. 5 is present invention installation stiffening plate；
Fig. 6 is the structural schematic diagram that upper beam steel and top board link together in the present invention；
Fig. 7 is the structural schematic diagram of left beam steel and left limit block in the present invention；
Fig. 8 is the structural schematic diagram of top board in the present invention；
Fig. 9 is the structural schematic diagram of left limit block in the present invention；
Figure 10 is the structural schematic diagram of upper beam steel in the present invention.
In figure: 1, upper beam steel；2, lower beam steel；3, left beam steel；4, right beam steel；5, peripheral rebar fixing device；
51, positioning seat；52, the first lengthened plate；53, the second lengthened plate；54, reinforcing bar axle sleeve；55, axis hole；6, top board；7, lower platen；
8, left limit block；9, right limit block；10, stiffening plate；11, peripheral stiffener；12, gap；13, groove；14, first through hole；
15, the first nut bore；16, the second through-hole；17, the second nut bore；18, end is limited；19, bolt.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, under
Face will combine the attached drawing in the embodiment of the present invention, and technical scheme in the embodiment of the invention is clearly and completely described, show
So, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based on the reality in the present invention
Example is applied, every other embodiment obtained by those of ordinary skill in the art without making creative efforts all belongs to
In the scope of protection of the invention.
As shown in Fig. 1, Fig. 3, Fig. 5 and Fig. 9, a kind of steel bar connecting structure for architectural engineering includes mutually removable
The upper beam steel 1 to link together, lower beam steel 2, left beam steel 3 and right beam steel 4 are unloaded, in order to further increase entire reinforcing bar
The intensity of structure, when use, can be respectively welded between upper beam steel 1, lower beam steel 2, left beam steel 3, right beam steel 4
There are several stiffening plates 10.The bottom of upper beam steel 1 is connected with top board 6, and the top of lower beam steel 2 is connected with lower platen 7, left
The right end of beam steel 3 is connected with left limit block 8, and the left end of right beam steel 4 is connected with right limit block 9, top board 6, lower platen 7 with
Left limit block 8, right limit block 9 are detachably connected by bolt 19, are provided with several on top board 6, lower platen 7
First nut bore 15 is provided with several the second nut bores 17 on left limit block 8, right limit block 9, and bolt 19 is mounted on first
In nut bore 15, the second nut bore 17.
As shown in Fig. 3, Fig. 8, Fig. 9 and Figure 10, first through hole 14, upper beam steel are provided on top board 6, lower platen 7
1, lower beam steel 2 is pierced by from first through hole 14, and the second through-hole 16, Zuo Liang is provided on left limit block 8, right limit block 9
Reinforcing bar 3, right beam steel 4 are pierced by from the second through-hole 16, upper beam steel 1, lower beam steel 2, left beam steel 3, right beam steel 4
It is wherein provided at one end and limits end 18, the inside of left limit block 8 and right limit block 9 is provided with groove 13, is located at a left side
Limit end 18 on beam steel 3, right beam steel 4 is entrapped in groove 13.
As shown in Fig. 3, Fig. 5, Fig. 6 and Fig. 7, it is provided with gap 12 between left limit block 8, right limit block 9, is located at upper joist steel
Limit end 18 on muscle 1, lower beam steel 2 is entrapped in gap 12, and the position of the peripheral rebar fixing device 5 of upper and lower ends is
Corresponding up and down, upper beam steel 1, lower beam steel 2 and positioning seat 51 weld together.It thus can be by different girder reinforcing bars
It is stitched together, compared to traditional iron wire binding mode, construction is more convenient, and building intensity is higher, and works as and need to adjust steel
When muscle, it is only necessary to by loosering a bolt 19, top board 6, lower platen 7, left limit block 8 and right limit block 9 are dismantled,
Applicability is wider, can substantially shorten the construction period.
As shown in Figure 1, Figure 2 and Figure 4, it is solid to be mounted on peripheral reinforcing bar for the top of upper beam steel 1 and the bottom of lower beam steel 2
Determine device 5, peripheral rebar fixing device 5 includes positioning seat 51 and be respectively welded on 51 outer wall of positioning seat several pieces
One lengthened plate 52 and the second lengthened plate 53, the first lengthened plate 52, the second lengthened plate 53 outer wall on be welded with reinforcing bar axle sleeve 54,
It is embedded with peripheral stiffener 11 simultaneously in the reinforcing bar axle sleeve 54 of upper and lower ends, the intermediate region of positioning seat 51 is provided with axis hole
55, upper beam steel 1, lower beam steel 2 are embedded in axis hole 55.Peripheral stiffener 11 is inserted into reinforcing bar axle sleeve 54 when use
It is interior, then welded, it thus can be in the peripheral stiffener of the fixed more booster actions in the outside of girder reinforcing bar
11, the use of the occasions such as the particularly suitable spandrel girder of the structure and bridge pier, not only construction is simple, bearing capacity are bigger.
In the description of the present invention, it is to be understood that, the indicating positions such as term " on ", "lower", "left", "right" or position
Relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description of the present invention and simplification of the description, without referring to
Show or implies that signified device or element must have a particular orientation and specific orientation constructs and operation, it is thus impossible to
It is interpreted as limitation of the present invention.In addition, " first ", " second " are merely due to describe purpose, and should not be understood as indication or suggestion
Relative importance or the quantity for implicitly indicating indicated technical characteristic.Therefore, define " first ", the feature of " second " can
To explicitly or implicitly include one or more this feature.In description of the invention, unless otherwise indicated, " multiples' "
It is meant that two or more.
It should be noted that the standard parts and components that use of the present invention can commercially, shaped piece is according to saying
Bright book and attached drawing record can carry out customized, and the specific connection type of each part is all made of mature in the prior art
The conventional means such as bolt, rivet, welding, mechanical, part and equipment are all made of model conventional in the prior art, and inventor is herein
No longer it is described in detail.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation " " phase
Even " " connection " etc. shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；
It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also be indirectly connected with by intermediary, it can be with
It is the connection inside two elements.For the ordinary skill in the art, it can understand that above-mentioned term exists with concrete condition
Concrete meaning in the present invention.
One embodiment of the present invention has been described in detail above, but the content is only preferable implementation of the invention
Example, should not be considered as limiting the scope of the invention.It is all according to all the changes and improvements made by the present patent application range
Deng should still be within the scope of the patent of the present invention.
Claims (10)
1. a kind of steel bar connecting structure for architectural engineering, it is characterised in that: include mutually to be detachably connected
The bottom of upper beam steel (1), lower beam steel (2), left beam steel (3) and right beam steel (4), the upper beam steel (1) is connected with
Top board (6) is connected with lower platen (7) at the top of the lower beam steel (2), and the right end of the left beam steel (3) is connected with a left side
The left end of limited block (8), the right beam steel (4) is connected with right limit block (9), the top board (6), lower platen (7) and institute
Left limit block (8), right limit block (9) is stated to be detachably connected by bolt (19), the top of the upper beam steel (1) and
The bottom of the lower beam steel (2) is mounted on peripheral rebar fixing device (5), and the periphery rebar fixing device (5) includes
There is positioning seat (51) and several pieces of the first lengthened plates (52) being respectively welded on the positioning seat (51) outer wall and second add
Long slab (53), first lengthened plate (52), the second lengthened plate (53) outer wall on be welded with reinforcing bar axle sleeve (54), upper and lower two
Peripheral stiffener (11) are embedded with simultaneously in the reinforcing bar axle sleeve (54) at end.
2. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: the upper joist steel
Muscle (1), left beam steel (3), is respectively welded several stiffening plates (10) between right beam steel (4) at lower beam steel (2).
3. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: the positioning seat
(51) intermediate region is provided with axis hole (55), and the upper beam steel (1), lower beam steel (2) are embedded in the axis hole (55)
It is interior.
4. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: the top board
(6), several first nut bores (15) are provided on lower platen (7), the left limit block (8), right limit block are all provided on (9)
Several the second nut bores (17) are equipped with, the bolt (19) is mounted on first nut bore (15), the second nut bore (17)
It is interior.
5. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: the top board
(6), it is provided with first through hole (14) on lower platen (7), the upper beam steel (1), lower beam steel (2) are logical from described first
Hole is pierced by (14).
6. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: the left limit
It is provided with the second through-hole (16) on block (8), right limit block (9), the left beam steel (3), right beam steel (4) are from described
Two through-holes are pierced by (16).
7. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: the upper joist steel
Muscle (1), lower beam steel (2), left beam steel (3), right beam steel (4) wherein one end at be provided with limit end (18).
8. a kind of steel bar connecting structure for architectural engineering according to claim 7, it is characterised in that: the left limit
Block (8), right limit block (9) inside be provided with groove (13), be located at the left beam steel (3), the institute on right beam steel (4)
Limit end (18) is stated to be entrapped in the groove (13).
9. a kind of steel bar connecting structure for architectural engineering according to claim 7, it is characterised in that: the left limit
Gap (12) are provided between block (8), right limit block (9), the limit on the upper beam steel (1), lower beam steel (2)
Position end (18) is entrapped in the gap (12).
10. a kind of steel bar connecting structure for architectural engineering according to claim 1, it is characterised in that: upper and lower ends
The peripheral rebar fixing device (5) position be it is corresponding up and down, the upper beam steel (1), lower beam steel (2) with it is described
Positioning seat (51) welds together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811198292.9A CN109138278B (en) | 2018-10-15 | 2018-10-15 | A steel bar connection structure for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811198292.9A CN109138278B (en) | 2018-10-15 | 2018-10-15 | A steel bar connection structure for building engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109138278A true CN109138278A (en) | 2019-01-04 |
| CN109138278B CN109138278B (en) | 2020-12-11 |
Family
ID=64811750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811198292.9A Expired - Fee Related CN109138278B (en) | 2018-10-15 | 2018-10-15 | A steel bar connection structure for building engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109138278B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863678A (en) * | 2021-09-30 | 2021-12-31 | 富利建设集团有限公司 | Reserved steel bar fixing device based on aluminum alloy template |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0976080A (en) * | 1995-09-14 | 1997-03-25 | Japan Steel & Tube Constr Co Ltd | Method and equipment for butt welding of bar steel |
| CN2883558Y (en) * | 2005-09-01 | 2007-03-28 | 赵海生 | Reusable reinforced bar connector |
| JP6247951B2 (en) * | 2014-02-13 | 2017-12-13 | 東京鐵鋼株式会社 | Circumferential prestress introduction method and apparatus, and reinforced concrete body |
| CN108316564A (en) * | 2018-04-08 | 2018-07-24 | 李藏柱 | A kind of reinforcing steel bar connecting device and its connection structure and its installation method |
| CN207919906U (en) * | 2017-12-19 | 2018-09-28 | 中建七局第二建筑有限公司 | A kind of construction rebar connector |
-
2018
- 2018-10-15 CN CN201811198292.9A patent/CN109138278B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0976080A (en) * | 1995-09-14 | 1997-03-25 | Japan Steel & Tube Constr Co Ltd | Method and equipment for butt welding of bar steel |
| CN2883558Y (en) * | 2005-09-01 | 2007-03-28 | 赵海生 | Reusable reinforced bar connector |
| JP6247951B2 (en) * | 2014-02-13 | 2017-12-13 | 東京鐵鋼株式会社 | Circumferential prestress introduction method and apparatus, and reinforced concrete body |
| CN207919906U (en) * | 2017-12-19 | 2018-09-28 | 中建七局第二建筑有限公司 | A kind of construction rebar connector |
| CN108316564A (en) * | 2018-04-08 | 2018-07-24 | 李藏柱 | A kind of reinforcing steel bar connecting device and its connection structure and its installation method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863678A (en) * | 2021-09-30 | 2021-12-31 | 富利建设集团有限公司 | Reserved steel bar fixing device based on aluminum alloy template |
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| Publication number | Publication date |
|---|---|
| CN109138278B (en) | 2020-12-11 |
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