CN205172030U - Flexural steel member reinforced structure - Google Patents
Flexural steel member reinforced structure Download PDFInfo
- Publication number
- CN205172030U CN205172030U CN201520939484.6U CN201520939484U CN205172030U CN 205172030 U CN205172030 U CN 205172030U CN 201520939484 U CN201520939484 U CN 201520939484U CN 205172030 U CN205172030 U CN 205172030U
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- steel member
- flexural
- beam column
- bolt
- flexural steel
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Abstract
The utility model discloses a flexural steel member reinforced structure, include: a flexural steel member, the 2nd flexural steel member, bottom support construction, purlin hold in the palm, the back reinforces the steel member and openly reinforce the steel member. It is continuous through the back of a fastening bolt, an adjusting bolt and the 2nd adjusting bolt and a flexural steel member that the back reinforces the steel member, openly reinforce that the front of steel member through the 2nd fastening bolt and the 2nd flexural steel member links to each other and the front through an adjusting bolt and a flexural steel member reinforces the steel member with the back and links to each other, is equipped with middle tone knothole, first regulation hole, second regulation hole on openly reinforcing the steel member, wherein, the purlin hold in the palm bolt and the 2nd adjusting bolt all not with openly reinforce the steel member contact just the first regulation hole on the positive reinforcement member be the slotted hole. According to the utility model discloses a flexural steel member reinforced structure has improved the bearing capacity of flexural steel member, is favorable to releasing temperature regulation stress, and the construction of being convenient for, low cost.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of flexural steel member ruggedized construction.
Background technology
In correlation technique, when flexural steel member supporting capacity is not enough, generally improve its supporting capacity by strengthening edge of a wing area or increasing depth of section, but difficulty of construction is large, cost is higher, and due to can not release temperature stress after reinforcing, be unsuitable for the reinforcing of large span roof flexural steel member.
Utility model content
The utility model is intended to solve one of above-mentioned technical problem in correlation technique at least to a certain extent.For this reason, the utility model proposes a kind of flexural steel member ruggedized construction, improve the supporting capacity of flexural steel member, be conducive to release temperature and regulate stress, and constructability, with low cost.
According to flexural steel member ruggedized construction of the present utility model, comprising: the first flexural steel member and the second flexural steel member, described first flexural steel member and described second flexural steel member are disposed adjacent, bottom support structure, described bottom support structure is located at the below of the junction of described first flexural steel member and described second flexural steel member, purlin holder, described purlin holder to be connected on described bottom support structure and to be connected with the back side of the first flexural steel member with described second flexural steel member respectively by purlin holder bolt, the back side reinforces steel beam column, and the described back side is reinforced steel beam column and is connected with the back side of the second adjusting bolt with adjacent described first flexural steel member by the first fastening bolt, the first adjusting bolt, front reinforces steel beam column, described front is reinforced steel beam column and is located at the junction of described first flexural steel member and described second flexural steel member and is connected with the front in described second flexural steel member by the second fastening bolt, described front reinforces steel beam column and is provided with the middle tone knothole coordinated with described purlin holder bolt, the first adjustment hole coordinated with described first adjusting bolt, the second adjustment hole coordinated with described second adjusting bolt, wherein, described purlin holder bolt and described second adjusting bolt are not all reinforced steel beam column and to be contacted and described first adjustment hole is slotted hole with described front.
According to flexural steel member ruggedized construction of the present utility model, improve the supporting capacity of flexural steel member, be conducive to release temperature and regulate stress, and constructability, with low cost.
According to embodiments more of the present utility model, described middle tone knothole is circular hole and diameter is greater than the diameter of the screw rod of described purlin holder bolt; Described second adjustment hole is circular hole and diameter is greater than the diameter of the screw rod of described second adjusting bolt.
According to embodiments more of the present utility model, described flexural steel member ruggedized construction also comprises: the first fastening bolt backing plate, and described first fastening bolt backing plate is located at the front of described first flexural steel member and coordinates with described first fastening bolt and reinforce steel beam column and described first flexural steel member to be connected the described back side.
According to embodiments more of the present utility model, described flexural steel member ruggedized construction also comprises: the second fastening bolt backing plate, and described second fastening bolt backing plate is located at the back side of described second flexural steel member and coordinates with described second fastening bolt and reinforce steel beam column and described second flexural steel member to be connected described front.
According to embodiments more of the present utility model, described purlin holder bolt is four, and four described purlin holder bolts are arranged in four corners of rectangle and are symmetrical arranged with the line of demarcation of described first flexural steel member and described second flexural steel member.
According to embodiments more of the present utility model, described first fastening bolt is two, and two described first fastening bolts are positioned at the described back side and reinforce one end of the junction away from described first flexural steel member and described second flexural steel member of steel beam column and the width arrangement of reinforcing steel beam column along the described back side arranges along the direction of width in the angle being less than 45 degree reinforcing steel beam column with the described back side.
According to embodiments more of the present utility model, described second fastening bolt is four to eight, and four to eight described second fastening bolts are arranged in two groups of the length direction arrangement of reinforcing steel beam column along described front to four groups and often group two described second fastening bolts comprising the width arrangement of reinforcing steel beam column along described front or arrange in the direction being less than 45 degree of angles along the width reinforcing steel beam column with described front.
According to embodiments more of the present utility model, described first adjusting bolt and described second adjusting bolt are respectively two and the length direction arrangement of reinforcing steel beam column along described front is reinforced the length direction arrangement of steel beam column or arranged in the angle being less than 20 degree along the length direction reinforcing steel beam column with described front along described front, and wherein two described second adjusting bolts are between two described first adjusting bolts.
According to embodiments more of the present utility model, described first fastening bolt, described second fastening bolt, described first adjusting bolt and described second adjusting bolt are respectively friction-type or high strength bolt.
According to embodiments more of the present utility model, described first flexural steel member and described second flexural steel member are the C shape or Z-shaped light-gauge steel section purlin that cross section is not crimping or crimping; The cross section of described bottom support members is I-shaped; The cross section of cross section and described front reinforcing steel beam column that the described back side reinforces steel beam column is respectively C shape.
Accompanying drawing explanation
Fig. 1 is the structure schematic diagram of the flexural steel member ruggedized construction according to the utility model embodiment;
Fig. 2 is the Facad structure schematic diagram of the flexural steel member ruggedized construction according to the utility model embodiment;
Fig. 3 is the sectional view along A-A in Fig. 2;
Fig. 4 is the exploded perspective view of the flexural steel member ruggedized construction according to the utility model embodiment.
Reference numeral:
100: flexural steel member ruggedized construction;
11: the first flexural steel member, 12: the second flexural steel member, 13: the top flange of flexural steel member, 14: the bottom flange of flexural steel member, 15: the web of flexural steel member;
2: purlin holder;
3: the back side reinforces steel beam column;
4: bottom support structure, 41: the top flange of bottom support structure, 42: the bottom flange of bottom support structure, 43: the web of bottom support structure;
5: front reinforces steel beam column, 51: middle tone knothole, 52: the first adjustment holes, 53: the second adjustment holes;
61: purlin holder bolt, 62: the first fastening bolts, 621: the first fastening bolt backing plates, 63: the second fastening bolts, 631: the second fastening bolt backing plates, 64: the first adjusting bolts, 65: the second adjusting bolts.
Detailed description of the invention
Be described below in detail embodiment of the present utility model, the example of described embodiment is shown in the drawings, and wherein same or similar label represents same or similar element or has element that is identical or similar functions from start to finish.Be exemplary below by the embodiment be described with reference to the drawings, be intended to for explaining the utility model, and can not be interpreted as restriction of the present utility model.
In description of the present utility model, it will be appreciated that, term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width ", " thickness ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end " " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.
In addition, term " first ", " second " only for describing object, and can not be interpreted as instruction or hint relative importance or imply the quantity indicating indicated technical characteristic.Thus, be limited with " first ", the feature of " second " can express or impliedly comprise one or more these features.In description of the present utility model, the implication of " multiple " is at least two, such as two, three etc., unless otherwise expressly limited specifically.
In the utility model, unless otherwise clearly defined and limited, the term such as term " installation ", " being connected ", " connection ", " fixing " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or integral; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals or the interaction relationship of two elements.For the ordinary skill in the art, the concrete meaning of above-mentioned term in the utility model can be understood as the case may be.
Below with reference to Fig. 1-Fig. 4, the flexural steel member ruggedized construction 100 according to the utility model embodiment is described.
As depicted in figs. 1 and 2, according to the flexural steel member ruggedized construction 100 of the utility model embodiment can the first flexural steel member 11, second flexural steel member 12, bottom support structure 4, purlin holder 2, the back side reinforces steel beam column 3 and front reinforces steel beam column 5.
First flexural steel member and the second flexural steel member can be multiple, multiple first flexural steel member is connected with the second flexural steel member continuous strengthing, as depicted in figs. 1 and 2, first flexural steel member 11 and the second flexural steel member 12 are disposed adjacent, local stiffening is carried out by the end of the junction to the first flexural steel member 11 and the second flexural steel member 12, thus flexural steel member mid span moment can be reduced, improve the bearing capacity of overall flexural steel member.Bottom support structure 4 is located at the below of the first flexural steel member and the second flexural steel member junction, may be used for carrying first flexural steel member and the second flexural steel member.
Purlin holder 2 to be connected on bottom support structure 4 and to be connected with the back side of adjacent flexural steel member respectively by purlin holder bolt 61.Be understandable that, in description of the present utility model, " back side " and " front " is relative direction.
As depicted in figs. 1 and 2, the back side reinforces steel beam column 3 and to be located in the first flexural steel member 11 and the back side being positioned at the first flexural steel member 11, and be connected with the back side of the second adjusting bolt 65 with the first flexural steel member 11 by the first fastening bolt 62, first adjusting bolt 64, like this, the back side can be reinforced by the first fastening bolt 62, first adjusting bolt 64 and the second adjusting bolt 65 back side that steel beam column 3 is fastened on the first flexural steel member 11.
As depicted in figs. 1 and 2, front reinforces the junction that steel beam column 5 is located at the first flexural steel member 11 and the second flexural steel member 12, and be connected with the front of the second flexural steel member 12 by the second fastening bolt 63, reinforce steel beam column 5 by the first adjusting bolt 64 and the front of the first flexural steel member 11 to reinforce steel beam column 3 with the back side and be connected, thus, front can be reinforced steel beam column 5 by the second fastening bolt 63 is fastened on the front of the second flexural steel member 12, not only the back side can be reinforced the front that steel beam column 3 is arranged on the first flexural steel member 11 by the first adjusting bolt 64, and the first adjusting bolt 64 can turn over the back side is reinforced steel beam column 3, first flexural steel member 11 and front reinforce steel beam column 5, realize the back side and reinforce steel beam column 3, the installation that first flexural steel member 11 reinforces steel beam column 5 with front is connected.
As shown in Figure 4, front reinforces steel beam column 5 and is provided with middle tone knothole 51, first adjustment hole 52 and the second adjustment hole 53, middle tone knothole 51 can coordinate with purlin holder bolt 61, and the first adjustment hole 52 can coordinate with the first adjusting bolt 64, and the second adjustment hole 53 can coordinate with the second adjusting bolt 65.
Wherein, purlin holder bolt 61 is not all reinforced steel beam column 5 with front with the second adjusting bolt 65 and is contacted, and first adjustment hole 52 be slotted hole, make the first flexural steel member 11 reinforce steel beam column 5 with front and there is mobile space, like this, first adjusting bolt 64 can move along the length direction of the first flexural steel member 11 in the first adjustment hole 52, makes the first flexural steel member 11 and the second flexural steel member 12 have certain axial stretching space, thus is conducive to release temperature stress.
Be understandable that, according to the flexural steel member ruggedized construction 100 of the utility model embodiment, by the junction that steel beam column 5 is located at the first flexural steel member 11 and the second flexural steel member 12 is reinforced in purlin holder 2 and front, and local stiffening is carried out to the junction of phase the first flexural steel member 11 and the second flexural steel member 12, the hinged joint of junction is reinforced into affixed node, make the first flexural steel member 11 and the second flexural steel member 12 become continuous beam primary structure member, thus effectively can improve the supporting capacity of flexural steel member.
And, according to the flexural steel member ruggedized construction 100 of the utility model embodiment, owing to being carry out local stiffening in the junction of the first flexural steel member 11 and the second flexural steel member 12, so, without the need to building operating platform in indoor during reinforcing operation, difficulty of construction is less, and reinforcing process can not affect the normal use in house, with low cost.
In addition, be fastenedly connected with the first flexural steel member 11 and the second flexural steel member 12 respectively because back side reinforcing steel beam column 3 and front reinforce steel beam column 5, and purlin holder bolt 61 and the second adjusting bolt 65 are not all reinforced with front, and steel beam column 5 contacts, the first adjustment hole 52 of coordinating with the first adjusting bolt 64 is slotted hole, axially (i.e. length direction) relative movement can be produced thus between first flexural steel member 11 and the second flexural steel member 12, thus can release temperature stress.
According to the flexural steel member ruggedized construction 100 of the utility model embodiment, by freely-supported flexural steel member is reinforced into the mid span moment that continuous flexural steel member can reduce flexural steel member, improve the supporting capacity of flexural steel member, the axial stretching space of the first flexural steel member 11 and the second flexural steel member 12 can be regulated by purlin holder bolt 61, first adjusting bolt 64 and the second adjusting bolt 65, thus be conducive to release temperature adjustment stress, and structure is simple, easy construction, with low cost.
In embodiments more of the present utility model, as shown in Figure 2, middle tone knothole 51 can be circular hole and diameter is greater than the diameter of the screw rod of purlin holder bolt 61, and the second adjustment hole 53 can be circular hole and diameter is greater than the diameter of the screw rod of the second adjusting bolt 65.Thus, the screw rod of purlin holder bolt 61 can have certain adjustment space in middle tone knothole 51, second adjusting bolt 65 has certain adjustment space in the second adjustment hole 53, thus realize purlin holder bolt 61 and all do not reinforce steel beam column 5 with front with the second adjusting bolt 65 and contact, the compliance of purlin holder bolt 61 and the second adjusting bolt 65 is facilitated to regulate, to reach the object of release temperature stress.
In embodiments more of the present utility model, as depicted in figs. 1 and 2, flexural steel member ruggedized construction 100 can also comprise the first fastening bolt backing plate 621, first fastening bolt backing plate 621 and is located at the front of the first flexural steel member 11 and coordinates with the first fastening bolt 62.First fastening bolt 62 can reinforce steel beam column 3, first flexural steel member 11 and the first fastening bolt backing plate 621 through the back side, thus the back side is reinforced steel beam column 3, first flexural steel member 11 and be fixedly connected with the first fastening bolt backing plate 621, the lifting surface area of the first fastening bolt 62 and the first flexural steel member 11 can be increased by the first fastening bolt backing plate 621, avoid local pressure uneven.
In embodiments more of the present utility model, as depicted in figs. 1 and 2, flexural steel member ruggedized construction 100 can also comprise the second fastening bolt backing plate 631, second fastening bolt backing plate 631 and is located at the back side of the second flexural steel member 12 and coordinates with the second fastening bolt 63.Second fastening bolt 63 can reinforce steel beam column 5, second flexural steel member 12 and the second fastening bolt backing plate 631 through front, thus front can be reinforced steel beam column 5, second flexural steel member 12 and the second fastening bolt backing plate 631 is fastenedly connected, the lifting surface area of the second fastening bolt 63 and the second flexural steel member 12 can be increased by the second fastening bolt backing plate 631, avoid local pressure inequality to cause stress to concentrate.In embodiments more of the present utility model, as depicted in figs. 1 and 2, purlin holder bolt 61 can be four, four purlin holder bolts 61 are arranged in four corners of rectangle and are symmetrical arranged with the line of demarcation of the first flexural steel member 11 and the second flexural steel member 12, as shown in Figure 4, front reinforces steel beam column 5 and is provided with four middle tone knotholes 51, the connecting line of four middle tone knotholes 51 is formed as rectangle, four purlin holder bolts 61 can move through four middle tone knotholes 51 and front is reinforced steel beam column 5 be connected on the front of the first flexural steel member 11 and the second flexural steel member 12.
In embodiments more of the present utility model, first fastening bolt 62 can be two, two the first fastening bolts 62 are positioned at one end that the back side reinforces the junction away from the first flexural steel member 11 and the second flexural steel member 12 of steel beam column 3, and namely the back side as shown in Figure 1 reinforces the right-hand member of steel beam column 3.As shown in Figure 1, two the first fastening bolts 62 can reinforce the width arrangement of steel beam column 3 along the back side.Or the angle that the orientation of two the first fastening bolts 62 and the back side reinforce the width of steel beam column 3 is less than 45 degree.
In embodiments more of the present utility model, second fastening bolt 63 can be four to eight, four to eight the second fastening bolts 63 are arranged in two groups to four groups of the length direction arrangement of reinforcing steel beam column 5 along front, often group can comprise two the second fastening bolts 63, two the second fastening bolts 63 often organized can reinforce the width arrangement of steel beam column 5 along front, or the angle that the orientation of often organize two the second fastening bolts 63 can reinforce the width of steel beam column 5 with front is less than 45 degree.
In embodiments more of the present utility model, as depicted in figs. 1 and 2, first adjusting bolt 64 and the second adjusting bolt 65 can be respectively two, two the first adjusting bolts 64 and the twoth the second adjusting bolt 65 can reinforce the length direction arrangement of steel beam column 5 along front, or the angle that the orientation of two the first adjusting bolts 64 and the twoth the second adjusting bolt 65 can reinforce the length direction of steel beam column 5 with front is less than 20 degree.Wherein two the second adjusting bolts 65 are between two the first adjusting bolts 64, and further, the first adjusting bolt 64 and the second adjusting bolt 65 equidistantly arrange.
In embodiments more of the present utility model, first fastening bolt 62, second fastening bolt 63, first adjusting bolt 64 and the second adjusting bolt 65 can be respectively frictional high-strength bolts, to strengthen the friction stree of the first fastening bolt 62, second fastening bolt 63, first adjusting bolt 64 and the second adjusting bolt 65, improve its bond strength, or, first fastening bolt 62, second fastening bolt 63, first adjusting bolt 64 and the second adjusting bolt 65 also can be high strength bolt, and purlin holder bolt 61 is plain bolt.
Certainly, the first adjusting bolt 64 also can be plain bolt.
In embodiments more of the present utility model, as shown in Figure 3, the cross section that first flexural steel member 11 and the second flexural steel member 12 all can be not crimping or crimping is the light-gauge steel section purlin of C shape, the cross section that first flexural steel member 11 and the second flexural steel member 12 also all can be not crimping or crimping is Z-shaped light-gauge steel section purlin, in an example of the present utility model, as shown in Figure 3, first flexural steel member 11 and the second flexural steel member 12 all can comprise top flange 13, bottom flange 14 and web 15, two sides respectively on the vertical width being located at web 15 of top flange 13 and bottom flange 14 and extending in the same direction.When first flexural steel member 11 and the second flexural steel member 12 all can be Z-shaped light-gauge steel section purlin, web 15 tilts to be connected between top flange 13 and bottom flange 14.As shown in Figure 3, the cross section of back side reinforcing steel beam column 3 and the cross section of front reinforcing steel beam column 5 can be respectively C shape.
As depicted in figs. 1 and 2, the cross section of bottom support structure 4 is I-shaped, bottom support structure 4 comprises top flange 41, bottom flange 42 and web 43, and web 43 is vertically located between top flange 41 and bottom flange 42, and is positioned at the center position of the width of top flange 41 and bottom flange 42.
According to the flexural steel member ruggedized construction 100 of the utility model embodiment other form and operation be all known for those of ordinary skills, be not described in detail here.
In the utility model, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or D score can comprise the first and second features and directly contact, also can comprise the first and second features and not be directly contact but by the other characterisation contact between them.And, fisrt feature second feature " on ", " top " and " above " comprise fisrt feature directly over second feature and oblique upper, or only represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " below " and " below " comprise fisrt feature immediately below second feature and tiltedly below, or only represent that fisrt feature level height is less than second feature.
In the description of this manual, specific features, structure, material or feature that the description of reference term " embodiment ", " some embodiments ", " example ", " concrete example " or " some examples " etc. means to describe in conjunction with this embodiment or example are contained at least one embodiment of the present utility model or example.In this manual, to the schematic representation of above-mentioned term not must for be identical embodiment or example.And the specific features of description, structure, material or feature can combine in an appropriate manner in any one or more embodiment or example.In addition, the different embodiment described in this manual or example can carry out engaging and combining by those skilled in the art.
Although illustrate and described embodiment of the present utility model above, be understandable that, above-described embodiment is exemplary, can not be interpreted as restriction of the present utility model, those of ordinary skill in the art can change above-described embodiment, revises, replace and modification in scope of the present utility model.
Claims (10)
1. a flexural steel member ruggedized construction, is characterized in that, comprising:
First flexural steel member and the second flexural steel member, described first flexural steel member and described second flexural steel member are disposed adjacent;
Bottom support structure, described bottom support structure is located at the below of the junction of described first flexural steel member and described second flexural steel member;
Purlin holder, described purlin holder to be connected on described bottom support structure and to be connected with the back side of described first flexural steel member with described second flexural steel member respectively by purlin holder bolt;
The back side reinforces steel beam column, and the described back side is reinforced steel beam column and is connected with the back side of the second adjusting bolt with described first flexural steel member by the first fastening bolt, the first adjusting bolt;
Front reinforces steel beam column, described front reinforces the junction that steel beam column is located at described first flexural steel member and described second flexural steel member, described front reinforces steel beam column and is connected by the second fastening bolt with the front of described second flexural steel member and reinforces steel beam column with the front of described first flexural steel member with the described back side by the first adjusting bolt and be connected, described front reinforces steel beam column and is provided with the middle tone knothole coordinated with described purlin holder bolt, the first adjustment hole coordinated with described first adjusting bolt, the second adjustment hole coordinated with described second adjusting bolt, wherein, described purlin holder bolt and described second adjusting bolt are not all reinforced steel beam column and to be contacted and the first adjustment hole in the strenthening member of described front is slotted hole with described front.
2. flexural steel member ruggedized construction according to claim 1, is characterized in that, described middle tone knothole is circular hole and diameter is greater than the diameter of the screw rod of described purlin holder bolt;
Described second adjustment hole is circular hole and diameter is greater than the diameter of the screw rod of described second adjusting bolt.
3. flexural steel member ruggedized construction according to claim 1, is characterized in that, also comprise:
First fastening bolt backing plate, described first fastening bolt backing plate is located at the front of described first flexural steel member and coordinates with described first fastening bolt and reinforce steel beam column and described first flexural steel member to be connected the described back side.
4. flexural steel member ruggedized construction according to claim 1, is characterized in that, also comprise:
Second fastening bolt backing plate, described second fastening bolt backing plate is located at the back side of described second flexural steel member and coordinates with described second fastening bolt and reinforce steel beam column and described second flexural steel member to be connected described front.
5. the flexural steel member ruggedized construction according to any one of claim 1-4, it is characterized in that, described purlin holder bolt is four, and four described purlin holder bolts are arranged in four corners of rectangle and are symmetrical arranged with the line of demarcation of described first flexural steel member and described second flexural steel member.
6. the flexural steel member ruggedized construction according to any one of claim 1-4, it is characterized in that, described first fastening bolt is two, and two described first fastening bolts are positioned at the described back side and reinforce one end of the junction away from described first flexural steel member and described second flexural steel member of steel beam column and reinforce the width arrangement of steel beam column along the described back side or arrange along the direction of width in the angle being less than 45 degree reinforcing steel beam column with the described back side.
7. the flexural steel member ruggedized construction according to any one of claim 1-4, it is characterized in that, described second fastening bolt is four to eight, and four to eight described second fastening bolts are arranged in two to four groups of the length direction arrangement of reinforcing steel beam column along described front and every group two described second fastening bolts comprising the width arrangement of reinforcing steel beam column along described front or arrange in the direction being less than 45 degree of angles along the width reinforcing steel beam column with described front.
8. the flexural steel member ruggedized construction according to any one of claim 1-4, it is characterized in that, described first adjusting bolt and described second adjusting bolt are respectively two and reinforce the length direction arrangement of steel beam column along described front or arrange in the angle being less than 20 degree along the length direction reinforcing steel beam column with described front, and wherein two described second adjusting bolts are between two described first adjusting bolts.
9. flexural steel member ruggedized construction according to claim 1, is characterized in that, described first fastening bolt, described second fastening bolt, described first adjusting bolt and described second adjusting bolt are respectively friction-type or high strength bolt.
10. flexural steel member ruggedized construction according to claim 1, is characterized in that, described first flexural steel member and described second flexural steel member are the C shape or Z-shaped light-gauge steel section purlin that cross section is not crimping or crimping;
The cross section of described bottom support members is I-shaped;
The cross section of cross section and described front reinforcing steel beam column that the described back side reinforces steel beam column is respectively C shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520939484.6U CN205172030U (en) | 2015-11-23 | 2015-11-23 | Flexural steel member reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520939484.6U CN205172030U (en) | 2015-11-23 | 2015-11-23 | Flexural steel member reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205172030U true CN205172030U (en) | 2016-04-20 |
Family
ID=55736033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520939484.6U Withdrawn - After Issue CN205172030U (en) | 2015-11-23 | 2015-11-23 | Flexural steel member reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205172030U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484513A (en) * | 2015-11-23 | 2016-04-13 | 北京清华同衡规划设计研究院有限公司 | Reinforcing structure for bending steel members |
-
2015
- 2015-11-23 CN CN201520939484.6U patent/CN205172030U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484513A (en) * | 2015-11-23 | 2016-04-13 | 北京清华同衡规划设计研究院有限公司 | Reinforcing structure for bending steel members |
| CN105484513B (en) * | 2015-11-23 | 2018-09-25 | 北京清华同衡规划设计研究院有限公司 | Flexural steel member ruggedized construction |
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