CN102359230A - Combined multi-limb restricted stirrup - Google Patents
Combined multi-limb restricted stirrup Download PDFInfo
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- CN102359230A CN102359230A CN2011102209997A CN201110220999A CN102359230A CN 102359230 A CN102359230 A CN 102359230A CN 2011102209997 A CN2011102209997 A CN 2011102209997A CN 201110220999 A CN201110220999 A CN 201110220999A CN 102359230 A CN102359230 A CN 102359230A
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Abstract
The present invention relates to a building component. A purpose of the present invention is to provide a combined multi-limb restricted stirrup, which is provided for solving the problem of large consumption amounts of materials due to elbows of stirrups and repetitive sections and the problem of effective restriction between the stirrup and the longitudinal reinforcement in the prior art. The purpose of the combined multi-limb restricted stirrup provided by the present invention can be achieved through the following measures that: the combined multi-limb restricted stirrup comprises an outer reinforcement forming an outer frame, wherein the reinforcement is a bar steel, which is bended to form a sealed polygon, both ends of the bar steel are butted. The difference between the technical scheme provided by the present invention and the technical scheme in the prior art is that: the elbows formed through bending are not arranged on joint positions of the used stirrups provided by the present invention, the connections of the joint positions of the used stirrups provided by the present invention are integrated structures, such that the problem of large amount of the material occupying due to the elbows and the repetitive sections can be avoided, and the robustness of the whole steel bar structure is strengthened.
Description
Technical field
The present invention relates to a kind of building unit, be specially a kind of concrete auxiliary stiffener that is used for.
Background technology
Stirrup is one of material important in the concrete structure, in concrete component, has extensively adopted the stirrup of various structures, shape, to satisfy the requirement of building to concrete structure.
Typical stirrup is to form with a steel bar continuous bending because the needs of seismic design or structure design, in the design of many limbs stirrup, the designer through regular meeting require with reinforcing bar seal out be bent into 135 degree also anchoring become the elbow of 5-10 times of bar diameter.Many limbs stirrup of 2 * 2 with diameter 10mm, sectional dimension 600mm * 600mm is an example, and blanking needs 7510mm altogether, and wherein the length of elbow just accounts for 1500mm, accounts for 24.9% of length overall.From the aspect of economical with materials, described elbow and repeated segments can be brought bigger spillage of material.
And in typical cylinder construction, the effect of stirrup is except directly bearing the shearing, and its Another important function is exactly the vertical muscle in the constraint cylinder, through reducing the drift of vertical muscle, prevents the stressed back lateral deflection of vertical muscle, gives full play to its compressive strength.Usually stirrup and vertical muscle are that mode through colligation is connected in construction, if but simple use colligation connects, and the contact area between stirrup and the vertical muscle is less, is unfavorable for the steadiness of whole bar construction.
Summary of the invention
The invention is intended to provide a kind of many limbs of combined type restriction hoop,, also will solve the operative constraint problem between stirrup and the vertical muscle simultaneously to solve the elbow and the bigger problem of repeated segments consumption of materials of stirrup in the prior art.
The purpose of many limbs of combined type restriction hoop of the present invention can reach through following measure: comprise the housing muscle that constitutes housing, said housing muscle is that the closed polygon that is is enclosed in a bar bending, the butt joint of said bar two ends.
The technique scheme difference with the prior art is: the joint of employed stirrup is not provided with the elbow that is bent into; Be integral structure but connect; Thereby avoided taking of lot of materials that elbow and repeated segments bring; To be that a bar is curved be the housing muscle, and the joint uses mode such as welding to be fixedly connected.Many limbs stirrup of 2 * 2 with diameter 10mm, sectional dimension 600mm * 600mm is an example, just can be used in the material on elbow and the repeated segments with 1500mm less, has practiced thrift about 25% steel.
And; The ring muscle is that a bar bends the microscler closed circular that is in said, and technologies such as contact place use welding are fixedly connected, and the space cooperates the diameter of vertical muscle as far as possible in the closed circular; When construction, just can be fixed in outer shroud muscle and the interior ring muscle closed ring indulging muscle; Retrain the position of indulging muscle firmly with outer shroud muscle and interior ring muscle, between outer shroud muscle and interior ring muscle and vertical muscle bigger contact surface is arranged, strengthened the steadiness of whole bar structure.
Further: said housing muscle is square, is provided with interior muscle in the housing muscle, and said interior muscle two ends are provided with bar and enclose the circular arc that is, and the circular arc at said interior muscle two ends is connected on the housing muscle.
Its characteristics are: can realize the technique effect same with first scheme.
Further: muscle in muscle comprises crisscross horizontal interior muscle and indulges in said, horizontal interior muscle is fixedly connected with the vertical interior staggered position of muscle, is provided with contact between the summit of interior muscle two ends circular arc and outer shroud muscle, and the junction of crossing interior muscle is provided with contact.
Its characteristics are: can adapt to more complicated construction needs.
Further: said contact is a solder joint, and said solder joint is not limited to spot welding, also comprises welding manners such as line weldering, face weldering.
Its characteristics are: the mode of welding more is prone to implement; Only establishing solder joint at the mid point of said segmental arc can reduce the welding job amount simultaneously.
Further: to be that two bars are parallel paste and connect together the muscle middle-end mutually in said.
Further: the stage casing of muscle is that two bars reverse the Double-spiral that is in said.
Its characteristics are: the said mechanical strength that has increased reinforcing bar self of reversing.Also increase the surface area of reinforcing bar, and then increased reinforcing bar and concrete bond stress, mechanical snap power, better to the binding effect of concrete lateral deformation.And in some cases, use thinner reinforcing bar to bend and reverse then just can reach characteristic, thereby better promote the application space of material than bar reinforcement.
Further: muscle is two long limits and two microscler closed circulars that semi arch surrounds in said.
Its characteristics are: through above structure; Intersection between outer shroud muscle and interior ring muscle has formed a series of fixing hole; Vertical muscle can be constrained in the said fixing hole; Vertical like this muscle is fixed by the outer shroud muscle more than two and two, the constraint of interior ring muscle simultaneously, has increased the face of being in contact with one another, and has further increased stability of structure.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is done further detailed explanation:
Fig. 1 is the shape sketch map of interior muscle in the embodiment of the invention one;
Fig. 2 is the overall structure sketch map of the embodiment of the invention one;
Fig. 3 is the shape sketch map of interior muscle in the embodiment of the invention two;
Fig. 4 is the overall structure sketch map of the embodiment of the invention one;
Fig. 5 is the shape sketch map of interior muscle in the embodiment of the invention three;
Fig. 6 is the overall structure sketch map of the embodiment of the invention three.
The specific embodiment
Known concrete structure and characteristic are no longer set forth at this in the following proposal.
In embodiment one; Many limbs of combined type restriction hoop in this programme is made up of housing muscle and interior ring muscle basically; Interior ring muscle is to bend the microscler closed circular 100 that is with reinforcing bar; As shown in Figure 1: comprise two isometric parallel straight edges and two semi arches, the contact at the end to end place of reinforcing bar welds, and is positioned at housing solder joint 11.
As shown in Figure 2: said housing muscle 1 is that a bar bending encloses be square, and dock at middle part on one side at said reinforcing bar two ends, and the corner is provided with fillet.In the ring muscle comprise four of crisscross overlap joint ring muscle, the two ends of ring muscle are connected on the housing muscle in said four.
Horizontal interior ring muscle circular arc summit, 21 end and the welding of the straight flange of housing muscle 1.
Horizontal interior ring muscle 21 housing muscle are provided with solder joint 35 with the connecting part everywhere of vertical interior ring muscle 22.
In construction, vertical muscle is passed and colligation is enclosed in 16 connecting holes 4 that are in that outer shroud muscle, interior ring muscle are staggered, can also continue to fix with reinforcing bar binding.
Other solder joints in the present embodiment can be analogized according to above description, no longer tired stating.Muscle is range upon range of overlaps with ring for said housing muscle, and the part that intersects staggers, and will intersect the position welding of contact.
Embodiment two only is with the difference of embodiment one: the muscle middle-end is parallel in said pastes and connects (as shown in Figure 3) together mutually.It also is to bend the oar shape 200 that forms with one with reinforcing bar, and the contact at end to end place welds.The overall structure of embodiment two is as shown in Figure 4.
Embodiment three only is with the above embodiments one difference: interior muscle is that the closed circular that is constrained port is enclosed at two ends, and its stage casing is reversed and is Double-spiral (as shown in Figure 5).It also is to follow reinforcing bar to bend with one to form twist shape 300, and the contact at end to end place welds.The overall structure of embodiment three is as shown in Figure 6.
Above-described only is preferred implementation of the present invention; Should be pointed out that for a person skilled in the art, under the prerequisite that does not break away from structure of the present invention; Can also make some distortion and improvement; As nine palace lattice shapes are replaced be not provided with in " mouth " font of muscle, or inner be provided with one to multiple non-intersect in " day " font " order " font etc. of muscle, or change the quantity of transversal inner rib or vertical interior muscle arbitrarily; These also should be regarded as protection scope of the present invention, and these can not influence effect and practical applicability that the present invention implements.
Claims (7)
1. many limbs of combined type restriction hoop, it is characterized in that: comprise the housing muscle that constitutes housing, said housing muscle is that the closed polygon that is is enclosed in a bar bending, the butt joint of said bar two ends.
2. many limbs of combined type restriction hoop according to claim 1 is characterized in that: said housing muscle is square, is provided with interior muscle in the housing muscle, and said interior muscle two ends are provided with bar and enclose the circular arc that is, and the circular arc at said interior muscle two ends is connected on the housing muscle.
3. many limbs of combined type restriction hoop according to claim 1 and 2; It is characterized in that: muscle in muscle comprises crisscross horizontal interior muscle and indulges in said; Muscle is fixedly connected with the vertical interior staggered position of muscle in horizontal; Be provided with contact between the summit of interior muscle two ends circular arc and outer shroud muscle, the junction of crossing interior muscle is provided with contact.
4. many limbs of combined type restriction hoop according to claim 3 is characterized in that: said contact is a solder joint.
5. many limbs of combined type restriction hoop according to claim 4 is characterized in that: to be that two bars are parallel paste and connect together the muscle middle-end mutually in said.
6. many limbs of combined type restriction hoop according to claim 4 is characterized in that: the stage casing of muscle is that two bars reverse the Double-spiral that is in said.
7. many limbs of combined type restriction hoop according to claim 4 is characterized in that: muscle is two long limits and two microscler closed circulars that semi arch surrounds in said.
Priority Applications (1)
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CN2011102209997A CN102359230A (en) | 2011-08-03 | 2011-08-03 | Combined multi-limb restricted stirrup |
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CN2011102209997A CN102359230A (en) | 2011-08-03 | 2011-08-03 | Combined multi-limb restricted stirrup |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI663310B (en) * | 2018-01-03 | 2019-06-21 | 莊國榮 | Double single hook reinforcement method for improving column axial force and column toughness and its finished product |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2363937A1 (en) * | 1972-12-28 | 1974-07-11 | Gescoriac Sarl | LINING AND / OR REINFORCEMENT PLATE FOR UNDERGROUND AND / OR OPEN BUILDINGS |
GB2159842A (en) * | 1984-04-16 | 1985-12-11 | Bekaert Sa Nv | Reinforcing net |
CN201258559Y (en) * | 2008-09-08 | 2009-06-17 | 姚圣法 | High strength steel hoop bar for construction |
CN201746979U (en) * | 2010-06-23 | 2011-02-16 | 中国建筑第五工程局有限公司 | Column hoop device for beam-column core area in concrete construction |
-
2011
- 2011-08-03 CN CN2011102209997A patent/CN102359230A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2363937A1 (en) * | 1972-12-28 | 1974-07-11 | Gescoriac Sarl | LINING AND / OR REINFORCEMENT PLATE FOR UNDERGROUND AND / OR OPEN BUILDINGS |
GB2159842A (en) * | 1984-04-16 | 1985-12-11 | Bekaert Sa Nv | Reinforcing net |
CN201258559Y (en) * | 2008-09-08 | 2009-06-17 | 姚圣法 | High strength steel hoop bar for construction |
CN201746979U (en) * | 2010-06-23 | 2011-02-16 | 中国建筑第五工程局有限公司 | Column hoop device for beam-column core area in concrete construction |
Non-Patent Citations (1)
Title |
---|
苗曙光: "《建筑工程钢筋工程量计算实用教程》", 30 September 2009, article "《建筑工程钢筋工程量计算实用教程》", pages: 27 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI663310B (en) * | 2018-01-03 | 2019-06-21 | 莊國榮 | Double single hook reinforcement method for improving column axial force and column toughness and its finished product |
US10584492B2 (en) | 2018-01-03 | 2020-03-10 | Hsun-Jen Chuang | Double winding reinforcement method and product made by the same |
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Application publication date: 20120222 |