CN206784183U - A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant) - Google Patents
A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant) Download PDFInfo
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- CN206784183U CN206784183U CN201720506480.8U CN201720506480U CN206784183U CN 206784183 U CN206784183 U CN 206784183U CN 201720506480 U CN201720506480 U CN 201720506480U CN 206784183 U CN206784183 U CN 206784183U
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Abstract
The utility model is a kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant), belongs to the servicing unit of construction, it is characterized in that：A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant) also includes bottom plate I, brace rod, bottom plate II, bottom muscle and barrier circle muscle, bottom muscle includes bottom muscle I and bottom muscle II again, it is arranged at intervals bottom plate I successively on platform, brace rod is set on bottom plate I, mounting base II on brace rod, groups of bottom muscle I and bottom muscle II is fixedly installed in compartment of terrain along its length on bottom plate II, in the end set barrier circle muscle of bottom plate II, longitudinal reinforcement I and longitudinal reinforcement II are set respectively between groups of bottom muscle I and bottom muscle II, reinforced bar sleeve is set to be connected between abutting end section of the longitudinal reinforcement I with longitudinal reinforcement II, during use, the horizontal skeleton muscle alignment brace rod of steel reinforcement cage is in place, welded when rolling with longitudinal reinforcement I or the phase of longitudinal reinforcement II, it is easy to operate, utilization rate is high, improve production efficiency.
Description
Technical field
The utility model belongs to the servicing unit of construction, more particularly, to a kind of processing unit (plant) of steel reinforcement cage.
Background technology
The frequency of use of reinforcing bar is highest in construction industry, and the steel bar meter modernized uses processing factory's concentrated processing more,
The dress of the screwing steel bars such as centralized production, angle-bender, reinforced bar sleeve processing machine, thread generator is carried out using digitlization lathe
Put and arise at the historic moment, existing bridge pile foundation and pier stake are more using the connection of the reinforced bar sleeve progress especially longitudinal reinforcing bar of reinforcing bar, Ci Zhonglian
The method of connecing makes the connection of reinforcing bar no longer only rely on welding to solve length issue, has both met the requirement to steel bar quality, also full
The sufficient demand to reinforcing bar apparent mass, but the installation of reinforced bar sleeve needs larger factory site, while processing and the group of framework of steel reinforcement
Dress needs continuous productive process, and the centralized production of steel reinforcement cage could carry out in order, can just make the efficiency of processing, assembling of steel reinforcement cage more
It is high.
The content of the invention
The purpose of this utility model is to be directed to above-mentioned technical background, propose a kind of connection of bridge reinforcement cage longitudinal reinforcement,
Processing unit (plant), it is not only simple in structure, rationally, it is easy to use, and efficiently solve the fast positioning of the longitudinal reinforcement of steel reinforcement cage
And welding, cost is reduced, improves productivity ratio.
The purpose of this utility model is achieved like this：A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant)
(connection of abbreviation longitudinal reinforcement, processing unit (plant)), including the longitudinal reinforcement of steel reinforcement cage and horizontal skeleton muscle, described longitudinal reinforcement
Include longitudinal reinforcement I, longitudinal reinforcement II and reinforced bar sleeve again, it is characterized in that：A kind of connection of bridge reinforcement cage longitudinal reinforcement,
Processing unit (plant) also includes platform, bottom plate I, brace rod, bottom plate II, bottom muscle and barrier circle muscle, described platform and carried for rectangle
The concrete platform of embedded bar, described platform in time interval set or left and right be arranged at intervals, on described platform by
Rear compartment of terrain fixed setting bottom plate I is gone to, described bottom plate I is the elongate steel plate in left and right to arrangement, at described each bottom
On plate I fixed setting in left and right to (i.e. horizontal) brace rod, and make centre-to-centre spacing between each adjacent supports muscle two-by-two and
The centre-to-centre spacing between horizontal skeleton muscle adjacent two-by-two on steel reinforcement cage is consistent, and described brace rod can be made of reinforcing bar, institute
The diameter for the brace rod stated is identical with the diameter of the reinforcing bar of the horizontal skeleton muscle of steel reinforcement cage, and (so, each brace rod just turns into corresponding
The benchmark of each horizontal skeleton muscle is set), on described brace rod be fixedly installed bottom plate II, described bottom plate II be in left and right to
The elongate steel plate of arrangement, described bottom plate I, II equal available thickness of bottom plate are made up of 3 ㎜ steel plate, on described bottom plate II
Bottom muscle is equally spaced fixedly installed along its length, in the centre-to-centre spacing and steel reinforcement cage between described each bottom muscle adjacent two-by-two
Centre-to-centre spacing two-by-two between adjacent each longitudinal reinforcement is corresponding to the same, and described bottom muscle includes bottom muscle I and bottom muscle II again, described
Bottom muscle I and bottom muscle II set in groups, between every group of described bottom muscle I and bottom muscle II open away from longitudinal steel on steel reinforcement cage
The diameter of muscle is consistent, and described bottom muscle I and bottom muscle II can use a diameter of 10 ㎜ reinforcing bar that is made in described each group bottom muscle
Ith, it is corresponding between bottom muscle II to place in front and rear longitudinal reinforcement I or longitudinal reinforcement II to arrangement, even if each longitudinal reinforcement I or longitudinal direction
Reinforcing bar II is corresponding to be arranged between every group of bottom muscle I and bottom muscle II, in the abutting end section of described longitudinal reinforcement I and longitudinal reinforcement II
Upper setting reinforced bar sleeve, lengthened with being attached, described longitudinal reinforcement I is identical with the diameter of longitudinal reinforcement II, in addition, in institute
Left part, the right part for the bottom plate II stated are fixedly installed respectively obstructs circle muscle, and this barrier circle muscle is used for preventing longitudinal reinforcement I, indulged
Construction area is rolled out to reinforcing bar II, described barrier circle muscle can be annular or △ shapes.
In use, it is positioned apart from from front to back on platform respectively according to the position of the length of steel reinforcement cage and horizontal skeleton muscle
Bottom plate I, brace rod and bottom plate II are installed in superposition on described each bottom plate I, each groups of He of bottom muscle I on bottom plate II
Be correspondingly arranged in bottom muscle II it is front and rear to the longitudinal reinforcement I of arrangement, longitudinal reinforcement II and reinforced bar sleeve be installed be connected, then will be pre-
The horizontal skeleton muscle (i.e. transverse steel circle) of the steel reinforcement cage processed hangs the connection, processing unit (plant) of this longitudinal reinforcement by loop wheel machine
On, the position that the transverse steel circle processed need to only be corresponded to brace rod is placed on the left part of bottom plate II, so that it may is positioned
And welded with longitudinal reinforcement I or the phase of longitudinal reinforcement II, welded at the horizontal skeleton muscle that scrolls right (transverse steel circle), it is complete successively
Into the welding of the longitudinal reinforcement I or longitudinal reinforcement II and horizontal skeleton muscle of postorder, so repeatedly, that is, whole steel reinforcement cage longitudinal direction is completed
Processing, the assembling of reinforcing bar, then, into the following process of steel reinforcement cage：Suit rolling muscle, the horizontal skeleton muscle are determined on beading machine
Position is quick, convenient welding, reduces cost, improves productivity ratio and quality.
The utility model proposes a kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant), is not only simple in structure, closes
Reason, it is easy to use, and fast positioning and the welding of the longitudinal reinforcement of steel reinforcement cage are efficiently solved, cost is reduced, is improved
Productivity ratio.
A kind of connection of the bridge reinforcement cage longitudinal reinforcement proposed with reference to the accompanying drawings and examples to the utility model,
Processing unit (plant) is described further.
Brief description of the drawings
Fig. 1 is that a kind of connection for bridge reinforcement cage longitudinal reinforcement that the utility model is proposed, the vertical view of processing unit (plant) are shown
It is intended to.
Fig. 2 is that a kind of connection for bridge reinforcement cage longitudinal reinforcement that the utility model is proposed, the main view of processing unit (plant) are shown
It is intended to.(part)
When Fig. 3 is a kind of connection for bridge reinforcement cage longitudinal reinforcement that the utility model is proposed, processing unit (plant) use
Schematic front view.
In Fig. 1, Fig. 2, Fig. 3：
1-1, the 1-2 of bottom plate I, brace rod 1-3, the 2-1 of bottom plate II, the 2-2 of bottom muscle I, the 3-1 of bottom muscle II, the 3- of longitudinal reinforcement I
2nd, the 3-3 of longitudinal reinforcement II, reinforced bar sleeve 4, barrier circle muscle 5, horizontal skeleton muscle
Embodiment
It can be seen that from Fig. 1, Fig. 2, Fig. 3：A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant) are (referred to as vertical
Connection, processing unit (plant) to reinforcing bar), including the longitudinal reinforcement of steel reinforcement cage and horizontal skeleton muscle 5, described longitudinal reinforcement include again
The 3-1 of longitudinal reinforcement I, the 3-2 of longitudinal reinforcement II and reinforced bar sleeve 3-3, it is characterized in that：A kind of company of bridge reinforcement cage longitudinal reinforcement
Connect, processing unit (plant) also includes platform, the 1-1 of bottom plate I, brace rod 1-2, the 1-3 of bottom plate II, bottom muscle 2-1,2-2 and barrier and encloses muscle 4, institute
The platform stated is the concrete platform with embedded bar of rectangle, and described platform is in time interval setting or between left and right every setting
Put, compartment of terrain fixed setting bottom plate I 1-1 from front to back on described platform, the described 1-1 of bottom plate I are to arrangement in left and right
Elongate steel plate, on the described 1-1 of each bottom plate I fixed setting in left and right to (i.e. transverse direction) brace rod 1-2, and make
The centre-to-centre spacing between the horizontal skeleton muscle 5 adjacent two-by-two in centre-to-centre spacing and steel reinforcement cage between each adjacent supports muscle 1-2 two-by-two
Consistent, described brace rod 1-2 can be made of reinforcing bar, the horizontal skeleton on described brace rod 1-2 diameter and steel reinforcement cage
The diameter of the reinforcing bar of muscle 5 is identical, (so, each brace rod 1-2 just turns into the benchmark for being correspondingly arranged each horizontal skeleton muscle 5), in institute
Bottom plate II 1-3, the described 1-3 of bottom plate II are fixedly installed on the brace rod 1-2 stated as the elongate steel plate in left and right to arrangement, institute
The 1-1 of bottom plate I that states, the equal available thickness of the 1-3 of bottom plate II are made up of 3 ㎜ steel plate, on the described 1-3 of bottom plate II along its length
Bottom muscle is fixedly installed in compartment of terrain, adjacent two-by-two each in the centre-to-centre spacing and steel reinforcement cage between described each bottom muscle adjacent two-by-two
Centre-to-centre spacing between longitudinal reinforcement is corresponding to the same, and described bottom muscle includes the 2-1 of the bottom muscle I and 2-2 of bottom muscle II, described bottom muscle again
I 2-1 and the 2-2 of bottom muscle II are set in groups, between described every group of 2-1 of bottom muscle I and the 2-2 of bottom muscle II open away from on steel reinforcement cage
The diameter of longitudinal reinforcement is consistent, and the described 2-1 of bottom muscle I and the 2-2 of bottom muscle II can use a diameter of 10 ㎜ reinforcing bar that is made in institute
It is corresponding between the 2-1 of each group bottom muscle I, the 2-2 of bottom muscle II that state to place in the front and rear 3-1 of longitudinal reinforcement I or longitudinal reinforcement II to arrangement
3-2, even if the 3-1 of each longitudinal reinforcement I or the 3-2 of longitudinal reinforcement II are correspondingly arranged between every group of 2-1 of bottom muscle I and the 2-2 of bottom muscle II,
Reinforced bar sleeve 3-3 is set in the described 3-1 of the longitudinal reinforcement I and 3-2 of longitudinal reinforcement II abutting end section, lengthened with being attached,
The described 3-1 of longitudinal reinforcement I is identical with the 3-2 of longitudinal reinforcement II diameter, in addition, on the described 1-3 of bottom plate II left part, the right side
Barrier circle muscle 4 is fixedly installed in end respectively, and this barrier circle muscle 4 is used for preventing the 3-1 of longitudinal reinforcement I, the 3-2 of longitudinal reinforcement II from rolling out and apply
Work area domain, described barrier circle muscle 4 can be annular or △ shapes.
In use, it is positioned apart from from front to back on platform according to the length of steel reinforcement cage and the position of horizontal skeleton muscle 5
Each 1-1 of bottom plate I, the brace rod 1-2 and the 1-3 of bottom plate II installed on the described 1-1 of each bottom plate I in superposition, in bottom plate II
The front and rear 3-1 of longitudinal reinforcement I, longitudinal reinforcement II to arrangement is correspondingly arranged in the upper each groups of 2-1 of the bottom muscle I and 2-2 of bottom muscle II of 1-3
3-2 simultaneously installs reinforced bar sleeve 3-3 and is connected, then by the horizontal skeleton muscle 5 (i.e. transverse steel circle) of the good steel reinforcement cage of preprocessing
The connection of this longitudinal reinforcement is hung, on processing unit (plant) by loop wheel machine, only need to be by the horizontal skeleton muscle 5 processed (transverse steel circle)
Be placed in corresponding to brace rod 1-2 position on the 1-3 of bottom plate II left part, so that it may position and with the 3-1 of longitudinal reinforcement I or longitudinal direction
The 3-2 phases of reinforcing bar II are welded, and are welded when scrolling right horizontal skeleton muscle 5, are sequentially completed the 3-1 of longitudinal reinforcement I or the longitudinal direction of postorder
The 3-2 of reinforcing bar II and horizontal skeleton muscle 5 welding, so repeatedly, that is, processing, the assembling of whole steel reinforcement cage longitudinal reinforcement are completed, so
Afterwards, into the following process of steel reinforcement cage：The suit rolling muscle on beading machine, the positioning of the horizontal skeleton muscle 5 is quick, convenient welding,
Cost is reduced, improves productivity ratio and quality.
Claims (5)
1. a kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant), including the longitudinal reinforcement of steel reinforcement cage and horizontal skeleton muscle
(5), described longitudinal reinforcement includes longitudinal reinforcement I (3-1), longitudinal reinforcement II (3-2) and reinforced bar sleeve (3-3), its feature again
It is：A kind of connection of bridge reinforcement cage longitudinal reinforcement, the processing unit (plant) also include platform, bottom plate I (1-1), brace rod (1-2),
Bottom plate II (1-3), bottom muscle and barrier circle muscle (4), described platform is the concrete platform with embedded bar of rectangle, described
Platform time interval set or left and right is arranged at intervals, the compartment of terrain fixed setting bottom plate I (1- from front to back on described platform
1), described bottom plate I (1-1) is the elongate steel plate in left and right to arrangement, and fixation is set on described each bottom plate I (1-1)
Put in left and right to i.e. horizontal brace rod (1-2), and make the respectively centre-to-centre spacing and steel reinforcement cage between adjacent supports muscle (1-2) two-by-two
On horizontal skeleton muscle (5) adjacent two-by-two between centre-to-centre spacing it is consistent, the diameter and steel reinforcement cage of described brace rod (1-2)
On horizontal skeleton muscle (5) reinforcing bar diameter it is identical, on described brace rod (1-2) be fixedly installed bottom plate II (1-3), institute
The bottom plate II (1-3) stated is the elongate steel plate in left and right to arrangement, is spaced along its length on described bottom plate II (1-3)
Bottom muscle is fixedly installed in ground, each longitudinal direction adjacent two-by-two in centre-to-centre spacing and steel reinforcement cage between described each bottom muscle adjacent two-by-two
Centre-to-centre spacing between reinforcing bar is corresponding to the same, and described bottom muscle includes bottom muscle I (2-1) and bottom muscle II (2-2), described bottom muscle again
I (2-1) and bottom muscle II (2-2) are set in groups, between every group of described bottom muscle I (2-1) and bottom muscle II (2-2) open away from steel
The diameter of longitudinal reinforcement on muscle cage is consistent, corresponding between described each group bottom muscle I (2-1) and bottom muscle II (2-2) to place
In front and rear longitudinal reinforcement I (3-1) or longitudinal reinforcement II (3-2) to arrangement, even if described each longitudinal reinforcement I (3-1) or vertical
It is arranged on to reinforcing bar II (3-2) is corresponding between every group of bottom muscle I (2-1) and bottom muscle II (2-2), in described longitudinal reinforcement I (3-1)
With setting reinforced bar sleeve (3-3), described longitudinal reinforcement I (3-1) and longitudinal reinforcement in the abutting end section of longitudinal reinforcement II (3-2)
II (3-2) diameter is identical, in addition, barrier circle muscle is fixedly installed respectively in the left part of described bottom plate II (1-3), right part
(4)。
2. a kind of connection of bridge reinforcement cage longitudinal reinforcement according to claim 1, processing unit (plant), it is characterised in that described
Brace rod (1-2) be made of reinforcing bar.
3. a kind of connection of bridge reinforcement cage longitudinal reinforcement according to claim 1, processing unit (plant), it is characterised in that described
Bottom plate I (1-1), bottom plate II (1-3) is made of steel plate of the thickness by 3 ㎜.
4. a kind of connection of bridge reinforcement cage longitudinal reinforcement according to claim 1, processing unit (plant), the described (2- of bottom muscle I
1) it is made with bottom muscle II (2-2) of a diameter of 10 ㎜ reinforcing bar.
5. a kind of connection of bridge reinforcement cage longitudinal reinforcement according to claim 1, processing unit (plant), it is characterised in that described
Barrier circle muscle (4) be annular or △ shapes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720506480.8U CN206784183U (en) | 2017-05-09 | 2017-05-09 | A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant) |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720506480.8U CN206784183U (en) | 2017-05-09 | 2017-05-09 | A kind of connection of bridge reinforcement cage longitudinal reinforcement, processing unit (plant) |
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| Publication Number | Publication Date |
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| CN206784183U true CN206784183U (en) | 2017-12-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111283039A (en) * | 2020-02-11 | 2020-06-16 | 王利民 | Ring reinforcing steel bar forming equipment for supporting long column based on bridge construction |
-
2017
- 2017-05-09 CN CN201720506480.8U patent/CN206784183U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111283039A (en) * | 2020-02-11 | 2020-06-16 | 王利民 | Ring reinforcing steel bar forming equipment for supporting long column based on bridge construction |
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