CN212926705U - Light steel structure roof truss bottom chord supporting body - Google Patents
Light steel structure roof truss bottom chord supporting body Download PDFInfo
- Publication number
- CN212926705U CN212926705U CN202020720615.2U CN202020720615U CN212926705U CN 212926705 U CN212926705 U CN 212926705U CN 202020720615 U CN202020720615 U CN 202020720615U CN 212926705 U CN212926705 U CN 212926705U
- Authority
- CN
- China
- Prior art keywords
- guide rail
- bottom guide
- wall
- wall body
- roof truss
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a building technical field, in particular to light steel construction roof truss bottom chord supporter, including the concrete circle roof beam body, guide rail at the bottom of the parallel wall body of concrete circle roof beam body top center fixed connection and concrete circle roof beam body, the guide rail is C shaped steel at the bottom of the wall body, rigid connection is a plurality of and wall body end guide rail vertically wall body stand on the guide rail at the bottom of the wall body, the wall body stand is the C shaped steel with the same specification of guide rail at the bottom of the wall body, the guide rail at the bottom of the wall body with the both sides limit of wall body stand corresponds the alignment and connects, the wall body stand is connected "L" form resistance to plucking connecting piece with the guide rail junction at the. The roof truss lower chord supporting and reinforcing body is simple in structure and can increase the supporting strength of the roof truss lower chord.
Description
Technical Field
The utility model relates to a building technical field, in particular to light steel construction roof truss bottom chord supporter.
Background
The lower chord of the roof truss is one of the building components, the steel structure of the roof truss can be corroded as the usage of a steel structure factory building increases with time, particularly, the lower chord part of the roof truss is provided with the lower chord part, the lower chord bears the transmission of a force system in the whole structure, the lower chord part mainly plays a tensile stress role and mainly plays a role in strength, the sectional area of the lower chord part is reduced along with corrosion, the strength of the lower chord part is also reduced, and the strengthening and reinforcing work of the lower chord part is more important.
The traditional steel structure reinforcement mode has: and (3) methods for lightening load, changing a structural static calculation model, preventing crack propagation and the like. With the development of reinforcement technology, novel reinforcement methods such as a sleeve reinforcement method, a carbon fiber reinforcement method and a bonded steel pipe reinforcement method appear, and the common point of the methods is that the buckling resistance and stability of the structure are improved by increasing the rigidity of the structure, so that the service life of the structure is prolonged. However, because the steel net rack is stressed complexly, the steel net rack not only bears vertical load in a plane, but also bears internal force which is transmitted in the horizontal direction and meets the coordination of space deformation and displacement outside the plane, and the selection of a reinforcing method is often limited to the conditions at that time, so that the common reinforcing method is not suitable any more.
SUMMERY OF THE UTILITY MODEL
The utility model overcomes the deficiencies in the prior art and provides a support body for the lower chord of a light steel structure roof truss.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme: a lower chord supporting body of a light steel structure roof truss comprises a concrete ring beam body, wherein the center of the top of the concrete ring beam body is fixedly connected with a wall bottom guide rail parallel to the concrete ring beam body, the wall body bottom guide rail is C-shaped steel, a plurality of wall body upright posts vertical to the wall body bottom guide rail are rigidly connected on the wall body bottom guide rail, the wall upright is C-shaped steel with the same specification as the wall bottom guide rail, the wall bottom guide rail is correspondingly aligned and connected with the two side edges of the wall upright, the joint of the wall upright post and the wall bottom guide rail is connected with an L-shaped anti-pulling connecting piece, the bottom of the anti-pulling connecting piece is provided with a waist-shaped hole, the anti-pulling connecting piece is connected with the wall body bottom guide rail at the waist-shaped hole by an anti-pulling anchor bolt, two sides of the anti-pulling connecting piece are respectively provided with a right-angle trapezoidal side plate, the rear parts of the side plates in the vertical direction of the anti-pulling connecting piece are attached to the inner side faces of the wall upright posts and fixedly connected with the inner side faces of the wall upright posts through a plurality of drill tail nails.
As a preferred scheme, the wall bottom guide rail is connected with the concrete ring beam body through shear bolts.
Preferably, the drill tail nails are arranged in two rows in the vertical direction.
As the preferred scheme, the joints of the shear bolts and the anti-pulling anchor bolts are provided with backing plates.
Compared with the prior art, the beneficial effects of the utility model are that: the support body for the lower chord of the roof truss has a simple structure, and can increase the support strength of the lower chord of the roof truss.
Drawings
The invention is described in further detail below with reference to the following figures and embodiments:
fig. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic top view of the anti-pulling connector of the present invention;
fig. 3 is a schematic diagram of the structure of the anti-pulling connector in right view.
Detailed Description
The drawings illustrate specific embodiments of the invention. As shown in the figure, the support body for the lower chord of the light steel structure roof truss comprises a concrete gird body 1, wherein the center of the top of the concrete gird body 1 is fixedly connected with a wall bottom guide rail 2 parallel to the concrete gird body 1, the wall bottom guide rail 2 is C-shaped steel, a plurality of wall upright posts 3 vertical to the wall bottom guide rail 2 are rigidly connected to the wall bottom guide rail 2, the wall upright posts 3 are C-shaped steel of the same specification as the wall bottom guide rail 2, the wall bottom guide rail 2 is correspondingly aligned and connected with two side edges of the wall upright posts 3, L-shaped anti-pulling connecting members 4 are connected with the wall bottom guide rail 2 at the joints, kidney-shaped holes 401 are formed in the bottoms of the anti-pulling connecting members 4, the anti-pulling connecting members 4 are connected with the wall bottom guide rail 2 at the kidney-shaped holes 401 through anti-pulling anchor bolts 5, right-angled trapezoidal side plates 402 are respectively arranged on two sides of the anti-pulling connecting members 4, and the rear parts of the side plates.
Further, the wall bottom guide rail 2 is connected with the concrete ring beam body 1 through shear bolts 7.
Further, the drill tail nails 6 are arranged in two rows in the vertical direction.
Furthermore, the joints of the shear bolts 7 and the anti-pulling anchor bolts 5 are provided with backing plates 8.
The utility model discloses technical characteristics that have not described can be through or adopt prior art to realize, no longer describe here, and of course, above-mentioned embodiment is not right the utility model discloses a restriction, the utility model discloses also not only be limited to above-mentioned embodiment, ordinary skilled person in this technical field is in the utility model discloses a change, modification, interpolation or replacement made in the essential scope also should fall into the utility model discloses a protection scope.
Claims (4)
1. The support body for the lower chord of the light steel structure roof truss is characterized by comprising a concrete girt body (1), wherein the center of the top of the concrete girt body (1) is fixedly connected with a wall bottom guide rail (2) parallel to the concrete girt body (1), the wall bottom guide rail (2) is C-shaped steel, a plurality of wall upright columns (3) vertical to the wall bottom guide rail (2) are rigidly connected to the wall bottom guide rail (2), the wall upright columns (3) are C-shaped steel with the same specification as the wall bottom guide rail (2), the wall bottom guide rail (2) is correspondingly aligned and connected with two side edges of the wall upright columns (3), the connection part of the wall upright columns (3) and the wall bottom guide rail (2) is connected with an L-shaped anti-pulling connecting piece (4), the bottom of the anti pulling connecting piece (4) is provided with a waist-shaped hole (401), and the anti pulling connecting piece (4) and the wall bottom guide rail (2) are connected by an anti pulling anchor bolt (5) at the waist-shaped hole (401, the anti-pulling connecting piece is characterized in that two sides of the anti-pulling connecting piece (4) are respectively provided with a right trapezoid side plate (402), and the rear part of the side plate in the vertical direction of the anti-pulling connecting piece (4) is attached to the inner side surface of the wall upright post (3) and fixedly connected with a plurality of drill tail nails (6).
2. The light steel structural roof truss lower chord support of claim 1, wherein: the wall bottom guide rail (2) is connected with the concrete ring beam body (1) through shear bolts (7).
3. The light steel structural roof truss lower chord support of claim 1, wherein: the drill tail nails (6) are arranged in two rows in the vertical direction.
4. The light steel structural roof truss lower chord support of claim 2, wherein: and the joints of the shear bolts (7) and the anti-pulling anchor bolts (5) are provided with backing plates (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020720615.2U CN212926705U (en) | 2020-05-06 | 2020-05-06 | Light steel structure roof truss bottom chord supporting body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020720615.2U CN212926705U (en) | 2020-05-06 | 2020-05-06 | Light steel structure roof truss bottom chord supporting body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212926705U true CN212926705U (en) | 2021-04-09 |
Family
ID=75314728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020720615.2U Active CN212926705U (en) | 2020-05-06 | 2020-05-06 | Light steel structure roof truss bottom chord supporting body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212926705U (en) |
-
2020
- 2020-05-06 CN CN202020720615.2U patent/CN212926705U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109989480B (en) | Assembled sliding friction type connecting structure of H-shaped steel beam and steel column | |
| CN201474096U (en) | Damping connecting structure of beam column joint | |
| CN214696793U (en) | Climb and shelve superelevation and spring layer extension and adhere to support | |
| CN212926705U (en) | Light steel structure roof truss bottom chord supporting body | |
| CN211548054U (en) | Steel construction cantilever beam column connected node | |
| CN210238788U (en) | Stable form assembled steel construction building | |
| CN111155658A (en) | Assembled abnormal shape node connecting device | |
| CN215594498U (en) | Wall surface shear-resistant module for cluster low-rise steel structure | |
| CN215907027U (en) | Node that concrete structure and shaped steel roof beam are connected | |
| CN213571492U (en) | Stable in structure's wave form steel web combination case roof beam | |
| CN211646957U (en) | Assembled house ground reinforcing plate structure | |
| CN207597580U (en) | A kind of Steel corridor | |
| CN210194957U (en) | Assembled steel tube bundle concrete vertical joint connection form | |
| CN220908684U (en) | Connecting structure is assembled in steel house | |
| CN218911737U (en) | Combined frame with corrugated steel plates | |
| CN220954033U (en) | Shear wall connection structure based on cantilever truss support system | |
| CN214061967U (en) | Connecting member for box steel column, box beam and I-beam | |
| CN220058359U (en) | Steel construction roof beam link up node structure | |
| CN205296397U (en) | Huge node field weld construction platform of box steel truss polylinker | |
| CN216863457U (en) | Assembled house thin wall body tower crane buttress reinforcing apparatus | |
| CN110593473B (en) | Adopt steel construction building floor structure of light floor | |
| CN210288450U (en) | Reinforced foundation module | |
| CN221221722U (en) | Assembled bridge type bracket of portal frame type steel structure | |
| CN211572243U (en) | Assembled steel structure beam slab | |
| CN115288293B (en) | Steel construction beam column connected node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211126 Address after: 274000 Xuhe village, Yuecheng office, Heze Development Zone, Shandong Province Patentee after: HEZE URBAN CONSTRUCTION ENGINEERING DEVELOPMENT GROUP Co.,Ltd. Patentee after: Miao Wanhe Patentee after: Zhao Xiaoqi Patentee after: Deng Fuquan Address before: 274000 Xuhe village, Yuecheng office, Heze Development Zone, Shandong Province Patentee before: HEZE CHENGJIAN REAL ESTATE Co.,Ltd. |