CN204370696U - Build T-shaped wall limb welding hooping structure - Google Patents
Build T-shaped wall limb welding hooping structure Download PDFInfo
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- CN204370696U CN204370696U CN201520001451.7U CN201520001451U CN204370696U CN 204370696 U CN204370696 U CN 204370696U CN 201520001451 U CN201520001451 U CN 201520001451U CN 204370696 U CN204370696 U CN 204370696U
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Abstract
The utility model describes a kind of building T-shaped wall limb welding hooping structure, and connected and composed by the first rectangle hoop and the second rectangle hoop, wherein the first rectangle hoop is vertically arranged, the second rectangle hoop horizontally set, and its lateral dimension is greater than vertical dimension; First rectangle hoop and the second rectangle hoop are by after an all-in-one-piece reinforcement bar bending process, by the two ends of reinforcement bar docking and be formed by connecting by upset butt welding, its two ends be welded to connect a little, form the first resistance spot weld and the second resistance spot weld respectively; First rectangle hoop, is provided with the rectangle minor face of the first resistance spot weld, and a long limit of rectangle with the second rectangle hoop, coincides and connect, and forms T-type structure.Hooping structure of the present utility model, saves steel: in hooping structure, eliminates the crotch of traditional stirrup and the length of repeated segments, the highest can save 25% steel consumption amount.Decrease the workload of workman's construction: stabilized structure, the durability of stirrup and supporting capacity are also improved.
Description
Technical field
The utility model belongs to construction engineering technical field, is specially a kind of building T-shaped wall limb welding hooping structure.
Background technology
The body of wall of building, as the main component of building load-bearing, has very high requirement; In architecture construction, in the construction of especially shear wall, crossbeam, according to the architectural feature of building, need the stirrup configuring various structures, as L-type, T-shaped or cross stirrup etc., then on the stirrup that connection is shaping, concreting is shaping, and wherein the Rigidity and strength of bonding strength to body of wall, crossbeam of stirrup plays vital effect.The hooping structure of the T-shaped edge member of existing structure, it is made up of the outer stirrup of T-shaped framework and the lacing wire be arranged in this outer reinforcement, described outer stirrup is generally made up of the rectangle hoop of two band crotches, described lacing wire is generally S type structure, be respectively equipped with crotch at lacing wire two ends, lacing wire is articulated in shear wall by the crotch at its two ends and indulges effect muscle playing constraint to vertical muscle and concrete.But this stirrup and lacing wire are when making, and crotch and stirrup repeated segments need to consume a large amount of bar material, and this causes cost of production higher; And the lacing wire of S type is also comparatively complicated when fitting operation, cause the construction workload of reinforcing bar to cause more greatly the construction workload of reinforcing bar comparatively large, this also has considerable influence to construction period and cost of labor.The stirrup of this kind of structure, is eliminated gradually, seldom employs.The L-type stirrup of another kind of structure, as the application of the applicant 2011 date, name be called " Integral welded stirrup for T-shaped edge component of shear wall ", application number for utility model patent disclosed in structure, this kind of stirrup can be saved steel consumption amount, reduces the workload of workman's construction, to advantages such as the durability of stirrup and supporting capacity are also improved, but the outer reinforcement because of its L-type is by an Integral Steel rib bending process l-shaped frame construction, higher to the requirement of reinforcement bar bending device; And at the construction field (site), Integral type L-shaped stirrup is set on vertical reinforcement very inconvenient, construction is comparatively slow, have impact on construction speed; Especially when vertical reinforcement has bending or distortion and produces the skew of larger position, Integral type L-shaped stirrup is set on vertical reinforcement and more will spends the more time, considerably reduce efficiency of construction.
Utility model content
For above-mentioned deficiency of the prior art, main purpose of the present utility model is that providing a kind of under the prerequisite ensureing hooping structure intensity, can save steel, reduces the building of construction workload T-shaped wall limb welding hooping structure.
The technical solution of the utility model is as follows: build T-shaped wall limb welding hooping structure, it is characterized in that, connected and composed by the first rectangle hoop and the second rectangle hoop, wherein the first rectangle hoop is vertically arranged, second rectangle hoop horizontally set, its lateral dimension is greater than vertical dimension; First rectangle hoop and the second rectangle hoop are by after an all-in-one-piece reinforcement bar bending process, by the two ends of reinforcement bar docking and be formed by connecting by upset butt welding, its two ends be welded to connect a little, form the first resistance spot weld and the second resistance spot weld respectively; First rectangle hoop, is provided with the rectangle minor face of the first resistance spot weld, and a long limit of rectangle with the second rectangle hoop, coincides and connect, and forms T-type structure; In the first rectangle hoop, and or the second rectangle hoop in, be provided with some transverse directions or vertical stirrup limb bar, the two ends of stirrup limb bar are connected on two opposite side of the first rectangle hoop, the second rectangle hoop.
Further feature is, rectangle minor face is positioned at the center on the long limit of rectangle, forms the T-type structure of a standard.
Between first rectangle hoop and the second rectangle hoop, the mode adopting welding or tied silk to tie up connects.
Relative to prior art, the utility model has following beneficial effect:
1, save steel: in hooping structure, eliminate the crotch of traditional stirrup and the length of repeated segments, the highest can save 25% steel consumption amount.
2, the workload of workman's construction is decreased: adopt the mode of welding to be conducive to simplifying operation, accelerating construction progress, and have obvious reduction relative to traditional installation procedure workload.
3, stabilized structure, is also improved the durability of stirrup and supporting capacity.
Accompanying drawing explanation
Fig. 1 is the T-shaped hooping structure schematic diagram of the utility model;
Fig. 2 is the structural representation that the utility model builds T-shaped wall limb welding hooping structure.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As shown in Figure 2, building of the present utility model T-shaped wall limb welding hooping structure, T-type structure is connected and composed by two rectangle hoops, namely the first rectangle hoop 1 and the second rectangle hoop 2 connect and compose T font, one of them is vertically arranged, as the first rectangle hoop 1 in figure, its vertical dimension is greater than lateral dimension (the long limit of rectangle is vertically arranged), one of them horizontally set, as the second rectangle hoop 2 in figure, its lateral dimension is greater than vertical dimension (the long limit horizontally set of rectangle), first rectangle hoop 1 and the second rectangle hoop 2 are by after an all-in-one-piece reinforcement bar bending process, the two ends of reinforcement bar is docked and is formed by connecting by upset butt welding, its two ends be welded to connect a little, form the first resistance spot weld 11 and the second resistance spot weld 21, first resistance spot weld 11 and the second resistance spot weld 21 are positioned at the mid point of respective place rectangular edges, such first resistance spot weld 11 is positioned at the first rectangle hoop 1 and the second equitant region of rectangle hoop 2, strengthen the strength and stiffness of stirrup, and stirrup still can be made to have higher intensity because of during the fractures such as weld defect at some resistance spot welds.
First rectangle hoop 1 of vertical setting, is provided with the rectangle minor face 12 of the first resistance spot weld 11, and a long limit of rectangle with the second rectangle hoop 2 of horizontally set, coincides and connect, and forms T-type structure; And, when rectangle minor face 12 is positioned at the center on the long limit of rectangle, form the T-type structure of a standard.Second resistance spot weld 21 is positioned at the mid point of the minor face 22 of the second rectangle hoop 2.
In the first rectangle hoop 1, with or the second rectangle hoop 2 in, be provided with some transverse directions or vertical stirrup limb bar 3, the two ends of stirrup limb bar 3 are connected on two opposite side of the first rectangle hoop 1, second rectangle hoop 2, and it is vertical, support to the first rectangle hoop 1 or the second rectangle hoop 2 and reinforcing is formed, to increase the globality of hooping structure with this.The two ends of stirrup limb bar 3 and the rectangular edges of the first rectangle hoop 1 or the second rectangle hoop 2 adopt to be weldingly connected and connect, and owing to being T-shaped correspondence, therefore adopt T-shaped butt welding, form T-shaped butt joint.
First rectangle hoop 1 and the second rectangle hoop 2 of the present utility model, make separately, after being set in vertical reinforcement at the construction field (site), then the mode adopting welding (electric welding) or tied silk to tie up (binding) connects, and forms T-type structure.
Stirrup limb bar 3 in the utility model is rectilinear form, its termination can directly be welded and fixed, higher to the utilization rate of material, therefore the material of at least 160mm ~ 280mm length can be saved relative to traditional every root of S type stirrup limb bar, and due to its consumption very large, can cost be effectively reduced when producing in batches.The T-shaped butt welding adopted in the utility model and upset butt welding are prior art, wherein T-shaped butt welding is compressed all the time by the end face of two workpiece, utilize resistance heat to be heated to plastic state, then apply rapidly the method that upsetting force (or not adding pressure when upsetting force only keeps welding) completes welding; And upset butt welding is assembled into banjo fixing butt jointing by resistance weldment, switch on power and its end face is shifted near gradually and reach localized contact, resistance heat is utilized to heat these contact points (producing flash of light), end plane metal is melted, until when end reaches predetermined temperature within the scope of certain depth, apply rapidly the method that upset force completes welding.The bonding strength of stirrup limb bar can be kept by the mode of T-shaped butt welding and upset butt welding, also simplify operation, reduce workload during construction.
What finally illustrate is; above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted; although be described in detail the utility model with reference to preferred embodiment; those of ordinary skill in the art should be appreciated that and all should to fall among the claimed scope of the utility model for the replacement/amendment not departing from technical solutions of the utility model.
Claims (4)
1. building T-shaped wall limb welding hooping structure, it is characterized in that, connected and composed by the first rectangle hoop (1) and the second rectangle hoop (2), wherein the first rectangle hoop (1) is vertically arranged, the second rectangle hoop (2) horizontally set, and its lateral dimension is greater than vertical dimension; First rectangle hoop (1) and the second rectangle hoop (2) are by after an all-in-one-piece reinforcement bar bending process, the two ends of reinforcement bar is docked and is formed by connecting by upset butt welding, its two ends be welded to connect a little, form the first resistance spot weld (11) and the second resistance spot weld (21);
First rectangle hoop (1), is provided with the rectangle minor face (12) of the first resistance spot weld (11), and a long limit of rectangle with the second rectangle hoop (2), coincides and connect, and forms T-type structure;
In the first rectangle hoop (1), and or the second rectangle hoop (2) in, be provided with some transverse directions or vertical stirrup limb bar (3), the two ends of stirrup limb bar (3) are connected on two opposite side of the first rectangle hoop (1), the second rectangle hoop (2).
2. building according to claim 1 T-shaped wall limb welding hooping structure, it is characterized in that, rectangle minor face (12) is positioned at the center on the long limit of rectangle, forms the T-type structure of a standard.
3. building according to claim 1 and 2 T-shaped wall limb welding hooping structure, it is characterized in that, the first resistance spot weld (11) and the second resistance spot weld (21) are positioned at the mid point of respective place rectangular edges.
4. building according to claim 1 and 2 T-shaped wall limb welding hooping structure, is characterized in that, between the first rectangle hoop (1) and the second rectangle hoop (2), the mode adopting welding or tied silk to tie up connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520001451.7U CN204370696U (en) | 2015-01-04 | 2015-01-04 | Build T-shaped wall limb welding hooping structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520001451.7U CN204370696U (en) | 2015-01-04 | 2015-01-04 | Build T-shaped wall limb welding hooping structure |
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| CN204370696U true CN204370696U (en) | 2015-06-03 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106181010A (en) * | 2016-08-18 | 2016-12-07 | 中冶建工集团有限公司 | Shear wall rectangle many limbs stirrup welder |
| CN106181011A (en) * | 2016-08-18 | 2016-12-07 | 中冶建工集团有限公司 | A kind of shear wall rectangle many limbs stirrup processing method |
| CN114991550A (en) * | 2022-05-20 | 2022-09-02 | 上海建工建材科技集团股份有限公司 | Flanged wall T-shaped shear wall edge member formed steel bar framework product and manufacturing method thereof |
-
2015
- 2015-01-04 CN CN201520001451.7U patent/CN204370696U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106181010A (en) * | 2016-08-18 | 2016-12-07 | 中冶建工集团有限公司 | Shear wall rectangle many limbs stirrup welder |
| CN106181011A (en) * | 2016-08-18 | 2016-12-07 | 中冶建工集团有限公司 | A kind of shear wall rectangle many limbs stirrup processing method |
| CN114991550A (en) * | 2022-05-20 | 2022-09-02 | 上海建工建材科技集团股份有限公司 | Flanged wall T-shaped shear wall edge member formed steel bar framework product and manufacturing method thereof |
| CN114991550B (en) * | 2022-05-20 | 2024-01-23 | 上海建工建材科技集团股份有限公司 | Preparation method of formed steel reinforcement framework product of T-shaped shear wall edge member with wing wall |
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