CN201835535U - Insertion-clamping connection combined type surrounding limit flexible support - Google Patents

Insertion-clamping connection combined type surrounding limit flexible support Download PDF

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Publication number
CN201835535U
CN201835535U CN2010202291047U CN201020229104U CN201835535U CN 201835535 U CN201835535 U CN 201835535U CN 2010202291047 U CN2010202291047 U CN 2010202291047U CN 201020229104 U CN201020229104 U CN 201020229104U CN 201835535 U CN201835535 U CN 201835535U
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China
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toughness
power member
steel plate
confinement structure
combined type
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CN2010202291047U
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Chinese (zh)
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周仁财
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周仁财
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Abstract

The utility model relates to an insertion-clamping connection combined type surrounding limit flexible support, which comprises a shaft insertion component and a surrounding component. The shaft insertion component is arranged in the surrounding component and is jointed with the main body of a structure in an insertion-clamping connection way. The surrounding component is a double C-shaped, C-shaped or curved surrounding component made of pure steel, and various metal pipe fittings or hardware are arranged between the shaft insertion component and the surrounding component in the manner of filling supporting or insertion-clamping to support and fix the shaft insertion component and provide the shaft insertion component a complete and good supporting and coating effect. In addition, the metal pipe fittings or hardware are used to replace the traditional filling manner with cement or concrete, so that the fabrication of the full-metal flexible support provided by the utility model has better uniqueness and consistency, and all personnel familiar with metal material can independently fabricate the flexible support. Furthermore, the design of the flexible support which omits the traditional filling manner with cement or concrete greatly shortens the fabrication time.

Description

Slotting clamping connection combined type encloses bundle and frustrates the toughness braced structures of restraining in the wrong
Technical field
The utility model relates to a kind of metal material that utilizes fully to be made, have make rapidly, joint construction is simple with make quality easily the slotting clamping connection combined type of control enclose bundle and frustrate to bend and restrain the toughness braced structures.
Background technology
Please consult Fig. 1 and Fig. 2 simultaneously, wherein Fig. 1 shows with concrete filled steel tube to be that the existing cross that encloses bundle structure material is frustrated the toughness support of restraining in the wrong, and Fig. 2 A is the sectional drawing of Fig. 1 along the A-A section, and Fig. 2 B is the sectional drawing of Fig. 1 along the B-B section.Existingly frustrate that bend to restrain that toughness supports be at the logical power member 11 of rectangular steel tube 12 interpolations, between rectangular steel tube 12 and the power member 11 then with concrete 9 or cement mortar filling.Axle power member 11 is to be combined by steel plate 112,113 and 114 welding, mainly bears axial load; Concrete and steel pipe 12 then constitute confinement structure, are used for enclosing a bundle axle power member 11, prevent that the power member 11 from frustrating in the wrong when pressurized; In addition, axle power member 11 surface and one deck sliding materials 8 that are covered are used for preventing that a power is passed to confinement structure.
The two ends of axle power member 11 are the bonding part, have several bolts hole 7 on its four wing plates, because confinement structure does not extend to the end, add the end and be provided with several bolts hole 7, a sectional area of power member 11 is reduced, can give full play to its toughness and avoid the end that local failure takes place for guaranteeing a power member 11, therefore axle power member 11 ends employing section is big design than the interlude section, because the end section of axle power member 11 is big than the section of interlude, so near axle power member 11 ends with the concrete that encloses bundle between must reservation compression stroke 91, to prevent concrete to be squeezed axle power is passed to confinement structure.
According to studies show that for many years, this kind is that the cross of confinement structure is frustrated the toughness support of restraining in the wrong with the concrete filled steel tube, and its axial stiffness height, sluggish behavior and the splendid mechanical characteristic of toughness make it be applied to the shatter-proof of high building structure gradually and shake in the design with system.
Yet, in the described structure of leading portion, in the mode of concrete 9 or cement mortar filling, still have some inconvenience with using between outer rectangular steel tube 12 and the axis of centres power member 11 in the manufacturing of reality.At first, whole manufacturing process is subject to the grouting of cement concrete and regular hour restriction is all arranged drying time and can't quickens to shorten, especially cement concrete grouting after air dry time length also just relevant with humidity with the temperature of weather, for the company of being badly in need of using obviously is that slow action cannot save a critical situation, and manufacturing once overwork, if cement concrete inside is bone dry not as yet, will certainly have influence on its for the support of whole axle power member with coat intensity.In addition because the manufacturing of steel and the construction of construction and cement concrete are two diverse technical fields, in other words the people who understands steel manufacturing spreading may not be certain and can have sound experience with grouting filling skill to the allotment of cement concrete, same reason, the people who is familiar with cement concrete allotment and grouting filling skill then may not be certain for the manufacturing of whole steel structure or overall construction intensity to a certain degree understanding is arranged, therefore entire product must be responsible for segmentation by two crowdes of people and carry out, not only two kinds of employees that are familiar with the different technologies field respectively must employ in manufacturer, increased the personnel costs expenditure, and can cooperatively interact in the segmentation manufacture process also be a problem, even have influence on the intensity of whole braced structures, and demand urgently we in addition further research improve.
Summary of the invention
Main purpose of the present utility model is to propose a kind of slotting clamping connection combined type and encloses bundle and frustrate and bend to restrain the toughness braced structures, mainly is to reach and support with fixed axis power member and provide described axle power member complete and a good supporting and a covered effect utilizing various metal tubes or hardware to support or plug in the folder mode with filling between axle power member and the confinement structure.
Secondary objective of the present utility model is to propose a kind of slotting clamping connection combined type and encloses bundle and frustrate and bend to restrain the toughness braced structures, wherein rely on metal tube or hardware to replace tradition and utilize cement or concrete filling mode, make its manufacturing have more unicity and uniformity, the utility model can be finished by one's own efforts as long as be familiar with the personnel in metal material manufacturing field, human cost can be reduced.
Another purpose of the present utility model is to propose a kind of slotting clamping connection combined type and encloses bundle and frustrate and bend to restrain the toughness braced structures, wherein rely on metal tube or hardware to replace tradition and utilize cement or concrete filling mode, can omit and to have waited for its natural air drying regular time after the cement concrete grouting, can significantly shorten whole assembly time-histories, reach the requirement of quick friendship part.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of slotting clamping connection combined type encloses bundle and frustrates the toughness braced structures of restraining in the wrong, mainly formed by an at least one power member and a confinement structure, its axis power member is to be closed in the confinement structure that forms and be placed on hollow by at least one banded steel plate soldering group, it is characterized in that: be provided with most metal tubes or clamping components in the described confinement structure, described metal tube or clamping components are used for gripping the described axle power member that is located in the confinement structure.
Wherein: the section of described confinement structure and metal tube be circular, rectangle one of them.
Wherein: a described majority clamping components is located at the confinement structure inboard, and the spacing between adjacent two clamping components then forms and can insert the groove that grips for banded steel plate.
Wherein: described clamping components is L shaped.
Wherein: axle power member further is made up of banded steel plate and the strip steel plate of putting more energy into.
Wherein: the section of axle power member be in-line, cross, Shape or Chinese character written in the cursive hand capitiform.
Wherein: confinement structure further by two in pairs but about the asymmetric door of two outer end length type channel-section steel formed.
Wherein: described two in pairs but about the asymmetric door of two outer end length type channel-section steel be to link fixing in staggered superimposed mode.
Wherein: confinement structure further by two in pairs and about the two outer end length door type channel-section steel that is symmetry formed.
Wherein: two in pairs and about the two outer end length door type channel-section steel that is symmetry be with horizontal docking mode combination and utilize fixed component by screwing togather or welding manner is fixed.
Wherein: confinement structure further by two in pairs but about the asymmetric C type of two outer end length channel-section steel formed.
Wherein: the spacing between the spacing between C type channel-section steel inner edge and clamping components or two clamping components then forms and can insert the groove that grips for described banded steel plate or the strip steel plate of putting more energy into.
Wherein: confinement structure further by two in pairs and about the two outer end length C type channel-section steel and at least two fixed components that are symmetry formed.
Wherein: described two in pairs and about the two outer end length inboard set clamping components of C type channel-section steel utilization that is symmetry grip strip in the power member steel plate of putting more energy into, the front side inner edge of described two C type channel-section steels is replaced banded steel plate axle power member is gripped with season.
Wherein: confinement structure further is made up of four rectangular tube and four fixed components at least, and described four rectangular tube, its length of side are not less than in the power member banded steel plate and the strip length of steel plate abutment to outboard end of putting more energy into.
Compared with prior art, adopt the advantage that the utlity model has of technique scheme to be: the utility model mainly is to utilize clamping of various steel structure or braced structures, utilize identical steel construction technology that a required support of power member is provided, frustrate and bend in the middle of the toughness braced structures to replace the at present existing bundle that encloses, utilize the backfilling cement concrete mortar to coat a power member and a mode of the required bracing force of power member is provided, not only can omit and to have waited for its natural air drying regular time after the cement concrete grouting, significantly shorten whole assembly time-histories, reach the requirement of quick friendship part.And the use of simplifying material category makes its manufacturing have more unicity and uniformity, can finish the utility model by one's own efforts as long as be familiar with the personnel in metal material manufacturing field, can reduce human cost.
Description of drawings
It is that the existing cross that encloses bundle structure material is frustrated the toughness support of restraining in the wrong that Fig. 1 shows with concrete filled steel tube;
Fig. 2 A is the sectional drawing of Fig. 1 along A-A;
Fig. 2 B is the sectional drawing of Fig. 1 along B-B;
Fig. 3 is the lateral view of first embodiment of the present utility model;
Fig. 4 is the sectional drawing of Fig. 3 along A-A;
Fig. 5 is that first embodiment of the present utility model is installed in the elevation on the framework;
Fig. 6 is the perspective exploded view of the utility model first embodiment;
Fig. 7 is the generalized section of confinement structure external form alternate embodiment among the utility model first embodiment;
Fig. 8 is the sectional drawing of the utility model second embodiment;
Fig. 9 is the sectional drawing of the utility model the 3rd embodiment;
Figure 10 is the sectional drawing of the utility model the 4th embodiment;
Figure 11 is the sectional drawing of the utility model the 5th embodiment;
Figure 12 is the sectional drawing of the utility model the 6th embodiment;
Figure 13 is the sectional drawing of the utility model the 7th embodiment;
Figure 14 is the sectional drawing of the utility model the 8th embodiment.
Description of reference numerals: 1~post; 2~beam; 3~joint corner plate (gusset plate); 4~bolt; 6~butt joint steel plate (butt joint plate); 7~engage and use bolt hole; 8~sliding material; 9~concrete; 91~reservation compression stroke; 10~engage the steel plate of putting more energy into; 11~criss-cross axle power member; 112~steel plate; 113~steel plate; 114~steel plate; 12~square steel pipe; 16~axle power member; 161~banded steel plate; 162~strip steel plate of putting more energy into; 17~metal tube; 18~angle bar; 19~confinement structure; 191~ㄈ type channel-section steel; 192~clamping components; 193~ㄈ type channel-section steel; 194~fixed component; 195~C type channel-section steel; 196~C type channel-section steel; 197~ㄈ type channel-section steel; The clamping components of 198~L shape; 199~rectangular tube.
The specific embodiment
Please consult Fig. 3, Fig. 4, Fig. 5 and Fig. 6 simultaneously, be used for illustrating first embodiment of the present utility model, wherein Fig. 3 is the lateral view of first embodiment of the present utility model, Fig. 4 A is the sectional drawing of Fig. 3 along A-A, Fig. 5 is installed in elevation on the framework for present embodiment, and Fig. 6 is the perspective diagram of the utility model first embodiment.First embodiment of the present utility model includes a power member 16 and a confinement structure 19, its axis power member 16 is to combine the cross section by steel plate 162 welding of putting more energy into of a banded steel plate 161 and strip, be placed in the confinement structure 19 of hollow, then with four metal tubes 17 insert respectively replaced in four axle power members 16 and the confinement structure 19 formed spaces fixing, provide described axle power member 16 1 good supporting effects, make described axle power member 16 when being subjected to the external force extruding, can rely on the support of metal tube 17 to be replaced to prevent that described axle power member 16 from producing to frustrate bends distortion.On the other hand, relying on described metal tube 17 to replace tradition utilizes backfilling cement concrete 9 to fix a mode of power member 16, as long as not only employing a technician who is familiar with hardware processing welding just can finish the utility model separately and can save unnecessary personnel and employ expense, also so omit simultaneously the most time-consuming cement concrete grouting back wait natural drying process in the conventional process, not only can significantly shorten its whole manufacturing time-histories, and do not worry cement concrete because drying time the not enough institute intensity that produces and the hypodynamic problem of support.
In the described structure of leading portion, the section of described confinement structure 19 and metal tube 17 also can be rectangular cross section (as shown in Figure 7) except being the circle again.Described in addition axle power member is except being the cross section, and it also can also have other variation, for example in-line or Font can get a desired effect.
Please continue to consult the lateral view of Fig. 8 for second embodiment of the present utility model, second embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure further by two in pairs but about the asymmetric ㄈ type of two outer end length (or claiming door type) channel-section steel 191 formed, its axis power member 16 is to combine the cross section by steel plate 162 welding of putting more energy into of a banded steel plate 161 and strip, and in two paired ㄈ type channel-section steels 191, with respect to banded steel plate 161, the put more energy into position of steel plate 162 of strip is provided with several clamping components 192, the spacing that described clamping components is 192 then forms can be for banded steel plate 161 in the described axle power member 16, put more energy into steel plate 162 of strip inserts the groove that grips, rely on described two in pairs but about the asymmetric ㄈ type of two outer end length channel-section steel 191 utilize staggered superimposed mode that axle power member 16 is gripped within it, form and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, and 191 palpuses of two ㄈ type channel-section steels link with the bolt 4 or the mode of welding, to keep the resistance to overturning of confinement structure.
Please continue to consult the lateral view of Fig. 9 for the 3rd embodiment of the present utility model, the 3rd embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure 19 further by two in pairs and about the two outer end length ㄈ type channel-section steel 193 that is symmetry formed, its axis power member 16 is to combine the cross section by steel plate 162 welding of putting more energy into of a banded steel plate 161 and strip, and in two paired ㄈ type channel-section steels 193, with respect to banded steel plate 161 in the axle power member 16, the put more energy into position of steel plate 162 of strip is provided with several clamping components 192, the spacing that described clamping components is 192 then forms and can insert the groove that grips for put more energy into steel plate 162 of described strip, rely on described two in pairs and about the symmetrical ㄈ type channel-section steel 193 of two outer end length axle power member 16 is gripped within it, form and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, and 193 palpuses of two ㄈ type channel-section steels utilize more than one fixed component 194 to link with the bolt 4 or the mode of welding in addition, to keep the resistance to overturning of confinement structure.
Please continue to consult the lateral view of Figure 10 for the 4th embodiment of the present utility model, the 4th embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure further by two in pairs but about the asymmetric C type of two outer end length channel-section steel 195 formed, its axis power member 16 is to combine the cross section by steel plate 162 welding of putting more energy into of a banded steel plate 161 and strip, and in two paired C type channel-section steels 195, with respect to banded steel plate 161 in the axle power member 16, the put more energy into position of steel plate 162 of strip is provided with several clamping components 192, the spacing that the spacing that described C type channel-section steel 195 and clamping components are 192 or two clamping components are 192 then forms and can supply described banded steel plate 161, put more energy into steel plate 162 of strip inserts the groove that grips, rely on described two in pairs but about the asymmetric C type of two outer end length channel-section steel 195 mode of utilizing level to engage axle power member 16 is gripped within it, form and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, and 195 palpuses of two C type channel-section steels link in the mode of welding, to keep the resistance to overturning of confinement structure.
The utility model utilizes the made confinement structure of mode of all steel structure again, and it can be applied on the axle power member of various difformity joints and structure, and though the section of described axle power member itself be T shape, in-line, cross, Or " ++ " shape (or claim a Chinese character written in the cursive hand capitiform) etc., or the joint-type shape has any change, all belongs to the scope that the utility model is contained, the combination and variation all too that is limited to therebetween is many, therefore only can additionally enumerate one or two illustrate as follows.
Please continue to consult the lateral view of Figure 11 for the 5th embodiment of the present utility model, the 5th embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure 19 further by two in pairs and about the two outer end length C type channel-section steel 196 and at least two fixed components 194 that are symmetry formed, its axis power member 16 is welded into T font section and is formed by banded steel plate 161 and the strip steel plate 162 of putting more energy into by a pair of, and in two paired C type channel-section steels 196, be provided with several clamping components 192 with respect to the put more energy into position of steel plate 162 of strip, rely on described two in pairs and about two outer end length be mode that the C type channel-section steel 196 of symmetry utilizes level to engage and make the front side inner edge of described two C type channel-section steels 196 replace banded steel plate 161 respectively axle power member 16 being gripped within it, make described axle power member 16 be Shape (or be called " the symmetrically arranged dual horizontal font of falling T "), and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, and two 196 in C type channel-section steels utilize bolt 4 or the mode of welding links, to keep the resistance to overturning of confinement structure.
Please continue to consult the lateral view of Figure 12 for the 6th embodiment of the present utility model, the 6th embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure 19 further by two in pairs and about the two outer end length ㄈ type channel-section steel 197 that is symmetry formed, its axis power member 16 is to combine the cross section by steel plate 162 welding of putting more energy into of a banded steel plate 161 and strip, and in two paired ㄈ type channel-section steels 197, with respect to banded steel plate 161,162 position is provided with the clamping components 198 of several L shapes, the spacing that described clamping components is 198 then forms and can supply described banded steel plate 161, put more energy into steel plate 162 of strip inserts the groove that grips, rely on described two in pairs and about the symmetrical ㄈ type channel-section steel 197 of two outer end length axle power member 16 is gripped within it, form and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, two 197 in ㄈ type channel-section steels then are to link with the bolt 4 or the mode of welding, to keep the resistance to overturning of confinement structure.
Please continue to consult the lateral view of Figure 13 for the 7th embodiment of the present utility model, the 7th embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure further is made up of four rectangular tube 199 and four fixed components 194 at least, its axis power member 16 is to combine the cross section by steel plate 162 welding of putting more energy into of a banded steel plate 161 and strip, and described four rectangular tube 199, its length of side is not less than in the power member 16 banded steel plate 161 and the strip length of steel plate 162 abutments to outboard end of putting more energy into, rely on the identical rectangular tube 199 of described four sizes to put four corners respectively at cross profile shaft power member 16, and utilize fixed component 194 that axle power member 16 is gripped within it, form and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, and fixed component 194 links with the bolt 4 or the mode of welding, to keep the resistance to overturning of confinement structure.
Please continue to consult the lateral view of Figure 14 for the 8th embodiment of the present utility model, the 8th embodiment of the present utility model includes a power member 16 and a confinement structure 19, wherein said confinement structure further by two in pairs but C type channel-section steel 196 and at least two fixed components 194 that two outer ends bend inwards formed, and an axle power member 16 is to combine " ++ " shape section by steel plate 162 welding of putting more energy into of banded steel plate 161 and strip, and in two paired C type channel-section steels 196, with respect to banded steel plate 161 in the axle power member 16, the put more energy into position of steel plate 162 of strip is provided with several and supports clamping components 192, described C type channel-section steel 196 is modes of utilizing upper and lower settings, the described strip that has in " ++ " shape section axle power member steel plate 162 of putting more energy into is gripped, make the clamping components 192 of described C type channel-section steel 196 2 outer end kinks and interior setting thereof can clamping replace put more energy into steel plate 162 and utilize fixed component 194 to give of strip in conjunction with fixing, rely on described two paired C type channel-section steels 196 to utilize the mode of vertical engagement that axle power member 16 is gripped within it, form and constitute one group of confinement structure, be used for enclosing bundle axle power member 16, avoid a power member 16 when pressurized, to frustrate in the wrong, and 196 palpuses of two C type channel-section steels by fixed component 194 with the welding or the mode that screws togather locking links, to keep the resistance to overturning of confinement structure.
The aforementioned just several preferable enforcement examples of the utility model that disclose, so it is not to be used for limiting the utility model, anyly has the knack of this skill person, in not breaking away from spirit of the present utility model and scope, when doing a little change and retouching.For example: the shape of axle power member section own or the change of axle power member two outer termination header structures and confinement structure be the variation .. or the like of fixed form to each other, and therefore protection domain of the present utility model is as the criterion when looking accompanying the claim person of defining.
In sum, the utility model mainly is to utilize clamping of various steel structure or braced structures, utilize identical steel construction technology that a required support of power member is provided, frustrate and bend in the middle of the toughness braced structures to replace the at present existing bundle that encloses, utilize the backfilling cement concrete mortar to coat a power member and a mode of the required bracing force of power member is provided, not only can omit and to have waited for its natural air drying regular time after the cement concrete grouting, significantly shorten whole assembly time-histories, reach the requirement of quick friendship part.And the use of simplifying material category makes its manufacturing have more unicity and uniformity, can finish the utility model by one's own efforts as long as be familiar with the personnel in metal material manufacturing field, can reduce human cost.
More than explanation is just illustrative for the utility model; and nonrestrictive, those of ordinary skills understand, under the situation of the spirit and scope that do not break away from claim and limited; can make many modifications, variation or equivalence, but all will fall within the protection domain of the present utility model.

Claims (15)

1. a slotting clamping connection combined type encloses to restraint to frustrate to bend and restrains the toughness braced structures, mainly formed by an at least one power member and a confinement structure, its axis power member is to be closed in the confinement structure that forms and be placed on hollow by at least one banded steel plate soldering group, it is characterized in that: be provided with most metal tubes or clamping components in the described confinement structure, described metal tube or clamping components are used for gripping the described axle power member that is located in the confinement structure.
2. slotting clamping connection combined type according to claim 1 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: the section of described confinement structure and metal tube be circle, rectangle one of them.
3. slotting clamping connection combined type according to claim 1 encloses bundle and frustrates the toughness braced structures of restraining in the wrong, it is characterized in that: a described majority clamping components is located at the confinement structure inboard, and the spacing between adjacent two clamping components then forms and can insert the groove that grips for banded steel plate.
4. slotting clamping connection combined type according to claim 3 encloses bundle and frustrates the toughness braced structures of restraining in the wrong, and it is characterized in that: described clamping components is L shaped.
5. slotting clamping connection combined type according to claim 1 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: axle power member further is made up of banded steel plate and the strip steel plate of putting more energy into.
6. slotting clamping connection combined type according to claim 5 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: the section of axle power member be in-line, cross, Shape or Chinese character written in the cursive hand capitiform.
7. slotting clamping connection combined type according to claim 1 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: confinement structure further by two in pairs but about the asymmetric door of two outer end length type channel-section steel formed.
8. slotting clamping connection combined type according to claim 7 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: described two in pairs but about the asymmetric door of two outer end length type channel-section steel be to link fixing in staggered superimposed mode.
9. slotting clamping connection combined type according to claim 1 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: confinement structure further by two in pairs and about the two outer end length door type channel-section steel that is symmetry formed.
10. slotting clamping connection combined type according to claim 9 encloses bundle frustrates and bend to restrain the toughness braced structures, it is characterized in that: two in pairs and about the two outer end length door type channel-section steel that is symmetry be with horizontal docking mode combination and utilize fixed component by screwing togather or welding manner is fixed.
Frustrate and bend to restrain the toughness braced structures 11. slotting clamping connection combined type according to claim 1 encloses bundle, it is characterized in that: confinement structure further by two in pairs but about the asymmetric C type of two outer end length channel-section steel formed.
Frustrate and bend to restrain the toughness braced structures 12. slotting clamping connection combined type according to claim 11 encloses bundle, it is characterized in that: the spacing between the spacing between C type channel-section steel inner edge and clamping components or two clamping components then forms and can insert the groove that grips for described banded steel plate or the strip steel plate of putting more energy into.
Frustrate and bend to restrain the toughness braced structures 13. slotting clamping connection combined type according to claim 1 encloses bundle, it is characterized in that: confinement structure further by two in pairs and about the two outer end length C type channel-section steel and at least two fixed components that are symmetry formed.
14. enclosing bundle, slotting clamping connection combined type according to claim 13 frustrates the toughness braced structures of restraining in the wrong, it is characterized in that: described two in pairs and about the two outer end length inboard set clamping components of C type channel-section steel utilization that is symmetry grip strip in the power member steel plate of putting more energy into, the front side inner edge of described two C type channel-section steels is replaced banded steel plate axle power member is gripped with season.
15. enclosing bundle, slotting clamping connection combined type according to claim 1 frustrates the toughness braced structures of restraining in the wrong, it is characterized in that: confinement structure further is made up of four rectangular tube and four fixed components at least, described four rectangular tube, its length of side are not less than in the power member banded steel plate and the strip length of steel plate abutment to outboard end of putting more energy into.
CN2010202291047U 2010-06-17 2010-06-17 Insertion-clamping connection combined type surrounding limit flexible support Expired - Fee Related CN201835535U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102912885A (en) * 2012-11-07 2013-02-06 沈阳建筑大学 Sleeve *-shaped anti-buckling damping support
WO2017181836A1 (en) * 2016-04-21 2017-10-26 温州医科大学附属眼视光医院 Method for manufacturing inner drainage biomimetic stent for glaucoma and use thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102912885A (en) * 2012-11-07 2013-02-06 沈阳建筑大学 Sleeve *-shaped anti-buckling damping support
CN102912885B (en) * 2012-11-07 2014-10-15 沈阳建筑大学 Sleeve *-shaped anti-buckling damping support
WO2017181836A1 (en) * 2016-04-21 2017-10-26 温州医科大学附属眼视光医院 Method for manufacturing inner drainage biomimetic stent for glaucoma and use thereof
GB2558107A (en) * 2016-04-21 2018-07-04 The Eye Hospital Of Wenzhou Medical Univ Method for manufacturing inner drainage biomimetic stent for glaucoma and use thereof
GB2558107B (en) * 2016-04-21 2019-05-15 The Eye Hospital Of Wenzhou Medical Univ Alternative biomimetic stent for glaucoma internal drainage

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