CN217811637U - Reinforced large-span laminated wood main beam connecting structure - Google Patents
Reinforced large-span laminated wood main beam connecting structure Download PDFInfo
- Publication number
- CN217811637U CN217811637U CN202221721922.8U CN202221721922U CN217811637U CN 217811637 U CN217811637 U CN 217811637U CN 202221721922 U CN202221721922 U CN 202221721922U CN 217811637 U CN217811637 U CN 217811637U
- Authority
- CN
- China
- Prior art keywords
- main beam
- girder
- sides
- span
- supporting
- 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
- 239000002023 wood Substances 0.000 title claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 230000000149 penetrating effect Effects 0.000 claims description 10
- 240000007182 Ochroma pyramidale Species 0.000 claims 2
- 230000008878 coupling Effects 0.000 abstract description 8
- 238000010168 coupling process Methods 0.000 abstract description 8
- 238000005859 coupling reaction Methods 0.000 abstract description 8
- 238000001125 extrusion Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses an enhanced large-span laminated wood girder connecting structure, which comprises a girder, wherein both sides of the girder are connected with reinforcing components, and the outer surfaces of both sides of the girder are provided with connecting components; the connecting assembly comprises a connecting sleeve, an anti-skidding decorative surface and bolts, the outer surfaces of two sides of the main beam are provided with the connecting sleeve, the inner side wall of the connecting sleeve is provided with the anti-skidding decorative surface, and the bolts penetrate through two sides of the connecting sleeve; the upper side and the lower side of the connecting component are provided with thread grooves; and the middle part of the thread groove is provided with a fixing screw, the outer surface of the connecting component is provided with an outer plate, and the inner side wall of the outer plate is provided with a supporting component. Through coupling assembling, make coupling assembling consolidate once more to the connected mode of girder, registrate the outer wall end at the girder through the adapter sleeve to the serration structure of anti-skidding veneer strengthens the frictional force of girder, and the effectual adapter sleeve that prevents receives external force extrusion, the condition that appears rocking.
Description
Technical Field
The utility model relates to a log cabin field especially relates to enhancement mode large-span laminated wood girder connection structure.
Background
On the premise that the weight of the laminated wood main beam is equal to that of other beam bodies, the laminated wood is firmer than steel, which means that the span of the laminated wood main beam can be longer, so that the laminated wood is widely applied, and the beam bodies of the laminated wood can be seen from a gate beam of a house to a floor main beam, and beams, columns and trusses of industrial and commercial rooms.
Current glued wood girder connection structure when using, need be connected girder and roof beam body, is connected girder and roof beam body through the direct block of connecting device on the girder, leads to the simple structure of connecting, the condition of rocking appears extremely easily, can not carry out the problem of assembling to the glued wood girder of large-span, for this reason, we have proposed enhancement mode large-span glued wood girder connection structure.
SUMMERY OF THE UTILITY MODEL
In order to overcome the not enough of prior art, the utility model provides an enhancement mode large-span laminwood girder connection structure, convenient and efficient carry out the adaptation installation to the laminwood girder connection structure.
In order to solve the technical problem, the utility model provides a following technical scheme: the reinforced large-span laminated wood main beam connecting structure comprises a main beam, wherein reinforcing components are connected to two sides of the main beam, and connecting components are arranged on the outer surfaces of two sides of the main beam;
the connecting assembly comprises a connecting sleeve, an anti-skid veneer and bolts, the outer surfaces of two sides of the main beam are provided with the connecting sleeve, the inner side wall of the connecting sleeve is provided with the anti-skid veneer, and the bolts penetrate through two sides of the connecting sleeve;
the upper side and the lower side of the connecting component are provided with thread grooves; and the middle part of the thread groove is provided with a fixing screw, the outer surface of the connecting component is provided with an outer plate, and the inner side wall of the outer plate is provided with a supporting component.
As an optimal technical scheme of the utility model, the adapter sleeve passes through the bolt and constitutes fixed knot with the antiskid veneer and construct, the antiskid veneer is serration structure.
As an optimal technical scheme of the utility model, be fixed knot structure between adapter sleeve and the anti-skidding veneer, the adapter sleeve is the rectangle structure.
As a preferred technical scheme of the utility model, consolidate the subassembly and include the bottom plate, wear pole and fixed pin, the both sides of girder are connected with the bottom plate, and the inner wall end of bottom plate is connected with the pole of wearing, the fixed pin is worn to be equipped with in the four corners of bottom plate.
As a preferred technical scheme of the utility model, the bottom plate passes through the fixed pin and constitutes the dismantlement structure with wearing the pole, it is provided with four groups to wear the pole.
As a preferred technical scheme of the utility model, supporting component includes supporting seat and backup pad, the inside wall of planking is provided with the supporting seat, and the mid-mounting of supporting seat has the backup pad.
As an optimal technical scheme of the utility model, for closely laminating between supporting seat and the backup pad, the backup pad is "T" font structure.
Compared with the prior art, the utility model discloses the beneficial effect that can reach is:
1. the utility model discloses a be provided with coupling assembling, make coupling assembling consolidate the connected mode of girder, registrate the outer wall end at the laminated wood girder through the adapter sleeve, strengthen the frictional force of girder with the serration structure of anti-skidding veneer, the effectual adapter sleeve that prevents receives external force extrusion, the condition that rocks appears penetrates adapter sleeve and girder through the bolt, fix a position the adapter sleeve and lock, through the setting of three group's structures of reinforcement subassembly and coupling assembling and supporting component, can consolidate the connected mode of girder of large-span laminated wood;
2. the utility model discloses a be provided with the reinforcement subassembly, the bottom plate of reinforcement subassembly passes through fixed pin locking in the both sides of girder, makes the pole of wearing penetrate the opposite roof beam of girder internal, assembles, wears the pole through four groups, can be better assembles the girder with the pole of wearing, through the connection of wearing the pole, has strengthened the stability of girder and roof beam body installation greatly.
3. The utility model discloses a be provided with supporting component, with supporting component's supporting seat insert inside the planking, through the backup pad, consolidate girder and the joint gap department of the roof beam body, as the supporting role of junction, also prevent simultaneously that the phenomenon in gap from appearing in junction, influence the aesthetic property in later stage.
Drawings
Fig. 1 is a schematic structural view of the main beam of the present invention;
FIG. 2 is a left side structural view of the main beam of the present invention;
FIG. 3 is an enlarged structural view of the point A in FIG. 2 according to the present invention;
fig. 4 is a front view structural diagram of the main beam of the present invention.
Wherein: 1. a main beam; 2. a reinforcement assembly; 201. a base plate; 202. penetrating a rod; 203. a fixing pin; 3. a connecting assembly; 301. connecting sleeves; 302. the antiskid veneer; 303. a bolt; 4. a thread groove; 5. fixing screws; 6. an outer plate; 7. a support assembly; 701. a supporting seat; 702. and a support plate.
Detailed Description
In order to make the technical means, the creation features, the achievement purposes and the functions of the invention easy to understand, the invention is further explained below with reference to the specific embodiments, but the following embodiments are only the preferred embodiments of the invention, not all. Based on the embodiments in the embodiment, those skilled in the art can obtain other embodiments without making creative efforts, and all of them belong to the protection scope of the present invention. The experimental methods in the following examples are conventional methods unless otherwise specified, and materials, reagents and the like used in the following examples are commercially available unless otherwise specified.
Example (b):
as shown in fig. 1-4, the utility model provides an enhanced large-span laminated wood girder connection structure, which comprises a girder 1, wherein both sides of the girder 1 are connected with reinforcing components 2, and the outer surfaces of both sides of the girder 1 are provided with connecting components 3;
the connecting assembly 3 comprises a connecting sleeve 301, an anti-skid facing 302 and bolts 303, the connecting sleeve 301 is arranged on the outer surfaces of two sides of the main beam 1, the anti-skid facing 302 is arranged on the inner side wall of the connecting sleeve 301, and the bolts 303 penetrate through two sides of the connecting sleeve 301;
the upper side and the lower side of the connecting component 3 are provided with thread grooves 4; and a fixing screw 5 is arranged in the middle of the thread groove 4, an outer plate 6 is arranged on the outer surface of the connecting component 3, and a supporting component 7 is arranged on the inner side wall of the outer plate 6.
Firstly, the bottom plate 201 of the reinforcing component 2 is locked on two sides of the main beam 1 through the fixing pin 203, the penetrating rods 202 penetrate into opposite beam bodies of the main beam 1 for assembly, the laminated wood main beam 1 with large span can be better assembled with the penetrating rods 202 through four groups of penetrating rods 202, the stability of the installation of the main beam and the beam bodies is greatly enhanced through the connection of the penetrating rods 202, the connecting component 3 is arranged on the outer surfaces of the main beam 1 and the reinforcing component 2, the connecting mode of the connecting component 3 to the main beam 1 is reinforced again, the connecting sleeve 301 is sleeved on the outer wall end of the main beam 1, the friction force of the main beam 1 is enhanced through the sawtooth-shaped structure of the anti-skid facing 302, and the condition that the connecting sleeve 301 is extruded by external force and shakes is effectively prevented, penetrate adapter sleeve 301 and girder 1 through bolt 303, fix a position locking adapter sleeve 301, thread groove 4 has been seted up at adapter sleeve 301's upper and lower both ends afterwards, penetrate in thread groove 4 of adapter sleeve 301 with fixed screw 5, just can lock adapter sleeve 301 and another group of roof beam body and handle, planking 6 through adapter sleeve 301 bottom setting, be convenient for lay in 6 insides of planking with supporting component 7's supporting seat 701, through backup pad 702, consolidate girder 1 and the joint gap department of the roof beam body, as the supporting role of junction, also prevent the phenomenon in gap from appearing in junction simultaneously, influence the aesthetic property in later stage, through the setting of reinforcement component 2 and coupling assembling 3 and 7 three group's structures of supporting component, can consolidate the processing to the girder 1 connected mode of large-span veneer.
In other embodiments, connecting sleeve 301 and anti-slip facing 302 form a fixing structure through bolt 303, anti-slip facing 302 is a saw-toothed structure, fixing structure is between connecting sleeve 301 and anti-slip facing 302, and connecting sleeve 301 is a rectangular structure.
Through coupling assembling 3, make coupling assembling 3 consolidate once more to the connected mode of girder 1, registrate the outer wall end at girder 1 through adapter sleeve 301 to the sawtooth structure of anti-skidding veneer 302 strengthens girder 1's frictional force, and the effectual adapter sleeve 301 that prevents receives external force and extrudees, the condition of rocking appears, penetrates adapter sleeve 301 and girder 1 through bolt 303 in, fixes a position the locking with adapter sleeve 301.
In other embodiments, the reinforcing component 2 includes a bottom plate 201, through rods 202 and fixing pins 203, the bottom plate 201 is connected to two sides of the main beam 1, the through rods 202 are connected to the inner wall end of the bottom plate 201, the fixing pins 203 are arranged at four corners of the bottom plate 201 in a penetrating manner, the bottom plate 201 and the through rods 202 form a detachable structure through the fixing pins 203, and four sets of the through rods 202 are provided.
In other embodiments, the supporting assembly 7 includes a supporting seat 701 and a supporting plate 702, the supporting seat 701 is disposed on the inner side wall of the outer plate 6, the supporting plate 702 is installed in the middle of the supporting seat 701, the supporting seat 701 and the supporting plate 702 are tightly attached to each other, and the supporting plate 702 is a "T" shaped structure.
Through being provided with supporting component 7, insert supporting component 7's supporting seat 701 inside planking 6, through backup pad 702, consolidate girder 1 and the joint gap department of the roof beam body, as the supporting role of junction, also prevent simultaneously that the phenomenon in gap from appearing in the junction, influence the aesthetic property in later stage.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (7)
1. Enhancement mode large-span glued wood girder connection structure, including girder (1), its characterized in that: reinforcing components (2) are connected to two sides of the main beam (1), and connecting components (3) are arranged on the outer surfaces of two sides of the main beam (1);
the connecting assembly (3) comprises a connecting sleeve (301), an anti-slip veneer (302) and bolts (303), the connecting sleeve (301) is arranged on the outer surfaces of two sides of the main beam (1), the anti-slip veneer (302) is arranged on the inner side wall of the connecting sleeve (301), and the bolts (303) penetrate through two sides of the connecting sleeve (301);
the upper side and the lower side of the connecting component (3) are provided with thread grooves (4); and a fixing screw (5) is arranged in the middle of the thread groove (4), an outer plate (6) is arranged on the outer surface of the connecting component (3), and a supporting component (7) is arranged on the inner side wall of the outer plate (6).
2. The reinforced large-span laminated wood main beam connection structure according to claim 1, wherein: the connecting sleeve (301) and the anti-skidding decorative surface (302) form a fixing structure through a bolt (303), and the anti-skidding decorative surface (302) is of a saw-toothed structure.
3. The reinforced large-span laminated wood main beam connection structure according to claim 1, wherein: be fixed knot structure between adapter sleeve (301) and anti-skidding veneer (302), adapter sleeve (301) are the rectangle structure.
4. The reinforced large-span balsa main beam connection structure as claimed in claim 1, wherein: the reinforcing component (2) comprises a bottom plate (201), penetrating rods (202) and fixing pins (203), the two sides of the main beam (1) are connected with the bottom plate (201), the penetrating rods (202) are connected to the inner wall ends of the bottom plate (201), and the fixing pins (203) are arranged in four corners of the bottom plate (201).
5. The reinforced large-span laminated wood main beam connection structure according to claim 4, wherein: the bottom plate (201) and the penetrating rods (202) form a disassembly structure through fixing pins (203), and four groups of the penetrating rods (202) are arranged.
6. The reinforced large-span balsa main beam connection structure as claimed in claim 1, wherein: the supporting component (7) comprises a supporting seat (701) and a supporting plate (702), the supporting seat (701) is arranged on the inner side wall of the outer plate (6), and the supporting plate (702) is arranged in the middle of the supporting seat (701).
7. The reinforced large-span laminated wood main beam connection structure according to claim 6, wherein: the supporting seat (701) is tightly attached to the supporting plate (702), and the supporting plate (702) is of a T-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221721922.8U CN217811637U (en) | 2022-07-06 | 2022-07-06 | Reinforced large-span laminated wood main beam connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221721922.8U CN217811637U (en) | 2022-07-06 | 2022-07-06 | Reinforced large-span laminated wood main beam connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217811637U true CN217811637U (en) | 2022-11-15 |
Family
ID=83962311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221721922.8U Active CN217811637U (en) | 2022-07-06 | 2022-07-06 | Reinforced large-span laminated wood main beam connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217811637U (en) |
-
2022
- 2022-07-06 CN CN202221721922.8U patent/CN217811637U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7608313B2 (en) | Panel apparatus with supported connection | |
| CN217811637U (en) | Reinforced large-span laminated wood main beam connecting structure | |
| CN206328896U (en) | A kind of lattice pillar compound shear wall | |
| DE10254043B4 (en) | Composite construction of high load capacity | |
| CN211873540U (en) | Beam collapse-preventing reinforcing structure of fabricated building | |
| CN210067455U (en) | Template grid | |
| CN207538325U (en) | A kind of wood-aluminium alloy combination truss | |
| CN206655351U (en) | A kind of prefabricated panel connecting structure | |
| CN203487427U (en) | Composite material backing plate | |
| CN211286600U (en) | Lock system is consolidated to template external corner | |
| CN211774534U (en) | Stiff column and beam steel bar connecting structure | |
| CN211173055U (en) | Plastic formwork and steel/aluminum combined formwork system | |
| CN210067064U (en) | Modified fast-growing poplar bearing column for wooden building | |
| CN212224203U (en) | Light steel high-low beam | |
| CN208441345U (en) | More high-rise assembled steel frame structures with the weak web member energy consumption section of replaceable X-shaped | |
| CN112412086A (en) | Reinforcing device for beam-column mortise-tenon joint and mounting method thereof | |
| CN210856907U (en) | Steel-concrete combined section anchoring device | |
| CN213509373U (en) | Light reinforced composite floor | |
| CN219298866U (en) | Reinforced structure of concrete structure stairwell | |
| CN217420013U (en) | Steel beam-concrete connecting structure | |
| CN210508203U (en) | Quick dismounting device of joint type floor | |
| CN213174298U (en) | Shear wall for steel structure building | |
| CN211229189U (en) | Steel concrete composite beam convenient to butt joint | |
| RU2134337C1 (en) | Folding hand-carried assault ladder-ramp | |
| CN211735852U (en) | Novel external wall insulation board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No. 9-B, Fukang Road, Xieqiao Town, Jingjiang City, Taizhou City, Jiangsu Province, 214500 Patentee after: Jiangsu Yijing Technology Co.,Ltd. Country or region after: China Address before: No. 9-B, Fukang Road, Xieqiao Town, Jingjiang City, Taizhou City, Jiangsu Province, 214500 Patentee before: Jiangsu Guosen Prefabricated Building Technology Co.,Ltd. Country or region before: China |