CN218814373U - Connecting node structure of lightweight steel structure house external wall panel and steel beam - Google Patents
Connecting node structure of lightweight steel structure house external wall panel and steel beam Download PDFInfo
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- CN218814373U CN218814373U CN202222918570.1U CN202222918570U CN218814373U CN 218814373 U CN218814373 U CN 218814373U CN 202222918570 U CN202222918570 U CN 202222918570U CN 218814373 U CN218814373 U CN 218814373U
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Abstract
The utility model discloses a light steel constructs connected node structure of house side fascia and girder steel, including side fascia main part, girder steel board and girder steel spliced pole, the girder steel board is installed to one side of side fascia main part, the both ends fixedly connected with girder steel spliced pole of girder steel board, and compressive structures is all installed at the both ends of girder steel spliced pole, and reinforced structure is installed to one side of girder steel spliced pole. The utility model discloses a be provided with supplementary bearing structure, insert the inside in reinforcement hole through special bolt structures such as expansion bolts, and make this girder steel and side fascia main part can the initial joint, for preventing that rainwater infiltration from making the junction of support frame and side fascia main part appear corroding, consequently, gap department between support frame and side fascia main part packs a large amount of waterproof daub, make waterproof daub dry and solidify the back and block up to the gap between outer wallboard main part and the support frame, and then avoid rainwater infiltration to cause the corruption to fasteners such as the bolt of being connected with the support frame, the reinforcement to this structure has been realized.
Description
Technical Field
The utility model relates to a connected node structure technical field of house side fascia and girder steel, in particular to connected node structure of light steel structure house side fascia and girder steel.
Background
Being connected between exterior wallboard and the girder steel has important supporting effect to whole building in the house construction process, for avoiding the emergence of the circumstances such as the side fascia leaks, side fascia and girder steel are connected unstability, often can locate to install dedicated connected node structure to side fascia and girder steel, makes being connected between side fascia and the girder steel more stable.
Traditional building side fascia and the connected mode of girder steel are through the dual bracing of special bolt and concrete, for this reason, the patent specification of publication No. CN213509035U discloses a side fascia and girder steel connected node of steel construction house, belong to the field that house building was built, including floor and the second light bar shaped plate of setting above the floor, be provided with prefabricated plug connector on the floor, prefabricated plug connector top stretches out from the floor upper surface, the body of rod top of prefabricated plug connector is provided with the grafting ring, second light bar shaped plate bottom is provided with the sleeve, the spliced eye has been seted up to the symmetry on the sleeve lateral wall, the sleeve cover is established outside the body of rod and grafting ring, there is the spliced pole that inserts spliced eye and grafting intra-annular on the second light bar shaped plate. This application has the effect that makes being connected of floor and side fascia more stable.
The external wall plate and steel beam connecting joint of the steel structure house is stable when in use and still has some problems:
1. the reinforcing of the special bolts such as the expansion bolts of the external wall panel and the steel beam connecting joint is subjected to rainwater or damp after long-time use, so that the phenomenon of corrosion and looseness is easy to occur, and the waterproof effect cannot be achieved through single concrete filling at the connecting joint.
2. Above-mentioned side fascia and its support of girder steel connected node are effective comparatively single, can strengthen in supporting strength.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a light steel constructs connected node structure of house side fascia and girder steel for solve current side fascia and girder steel connected node and easily wet the corruption and appear not hard up defect.
In order to solve the technical problem, the utility model provides a following technical scheme: the utility model provides a connected node structure of light steel structure house side fascia and girder steel, including the side fascia main part, girder steel board and girder steel spliced pole, the girder steel board is installed to one side of side fascia main part, the both ends fixedly connected with girder steel spliced pole of girder steel board, the supplementary bearing structure of the equal fixedly connected with in side one side at girder steel board both ends, supplementary bearing structure includes the support frame, waterproof mortar and back up hole, support frame fixed connection is in one side at girder steel board both ends, compressive structures is all installed at the both ends of girder steel spliced pole, reinforced structure is installed to one side of girder steel spliced pole.
It is preferred. The compression-resistant structure comprises side plates, positioning holes and limit stops, the side plates are mounted on two sides of the steel beam connecting column, the positioning holes are formed in the side plates, and the limit stops are fixedly connected to two ends of the inner side of the steel beam plate.
It is preferred. The side plate and the limiting stop block are of an embedded structure, and the positioning holes are distributed at equal intervals in the side plate, so that the compression resistance of the steel beam is greatly improved.
It is preferred. One side of support frame is provided with waterproof daub, and the reinforcement hole has been seted up to the inside of support frame one side.
It is preferred. The support frames are symmetrically distributed about the horizontal center line of the steel beam connecting column and are located at the position of the horizontal center line of the steel beam plate, so that the support frames support the steel beam plate.
It is preferred. The reinforced structure is including inlaying inserted block, location spear and bolt hole, inlays the inserted block and installs in one side of side fascia main part, inlays one side fixedly connected with location spear of inserted block, and the inside of inlaying the inserted block both ends all is provided with the bolt hole.
It is preferred. The embedded insert block and the steel beam connecting column are of an embedded structure, and the bolt holes are distributed at equal intervals on one side of the embedded insert block, so that the embedded insert block can integrally support the steel beam connecting column.
The utility model provides a pair of light steel constructs connected node structure of house side fascia and girder steel, its advantage lies in:
by arranging the auxiliary supporting structure, the steel beam is inserted into the reinforcing hole through special bolt structures such as expansion bolts and the like, and is preliminarily connected with the outer wall plate main body, so that the joint of the supporting frame and the outer wall plate main body is corroded to prevent rainwater from permeating, a large amount of waterproof daub is filled in a gap between the supporting frame and the outer wall plate main body, the gap between the outer wall plate main body and the supporting frame is blocked after the waterproof daub is dried and solidified, the problem that the waterproof is incapable of being filled by using single concrete is avoided, further, the rainwater is prevented from permeating to corrode fasteners such as bolts connected with the supporting frame, and the structure is reinforced while the fasteners such as the bolts are effectively protected;
by arranging the compression-resistant structure, the side plate is required to be inserted into the inner side of the limit stop block when the structure is used, and the side plate is connected with the steel beam connecting column through the positioning hole by a fastener such as a bolt and the like, so that the pressure applied to the steel beam plate and the steel beam connecting column is shared by the side plate, the pressure applied to the steel beam plate and the steel beam connecting column is further reduced, the structure is used, and the stability of the structure is improved;
through being provided with reinforced structure, before this girder steel is installed, the inserted block is inlayed in the side-mounting of outer wallboard main part in advance, and make the location lance can insert the inside of side fascia main part, make the location lance can be stably connected with the side fascia main part, install girder steel board and girder steel spliced pole afterwards, make the one side that the inserted block can insert the girder steel spliced pole of inlaying form and inlay, make and inlay the inserted block and make side fascia main part and girder steel spliced pole zonulae occludens respectively through the location lance, the support effect of improvement to this structure has been realized.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
fig. 2 is a schematic side view of the cross-sectional structure of the present invention;
fig. 3 is a schematic top view of the cross-sectional structure of the present invention;
fig. 4 is a schematic view of a three-dimensional partial structure of the compression-resistant structure of the present invention;
fig. 5 is a schematic three-dimensional partial structure diagram of the auxiliary supporting structure of the present invention;
fig. 6 is a schematic diagram of a three-dimensional structure of the reinforced structure of the present invention.
In the figure: 1. an exterior wall panel body; 2. a steel beam plate; 3. connecting columns of steel beams; 4. a compression resistant structure; 401. a side plate; 402. positioning holes; 403. a limit stop block; 5. an auxiliary support structure; 501. a support frame; 502. waterproof daub; 503. reinforcing holes; 6. reinforcing the structure; 601. inlaying the insert block; 602. positioning a spear; 603. bolt holes.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings in the embodiments of the present invention are combined below to clearly and completely describe the technical solutions in the embodiments of the present invention.
Example one
Please refer to fig. 1-6, the utility model provides a pair of connected node structure of light steel structure house side fascia and girder steel, including side fascia main part 1, girder steel board 2 and girder steel spliced pole 3, girder steel board 2 is installed to one side of side fascia main part 1, girder steel board 2's both ends fixedly connected with girder steel spliced pole 3, the equal fixedly connected with auxiliary supporting structure 5 in side one side at 2 both ends of girder steel board, auxiliary supporting structure 5 includes support frame 501, waterproof mortar 502 and reinforcement hole 503, support frame 501 fixed connection is in one side at 2 both ends of girder steel board, one side of support frame 501 is provided with waterproof mortar 502, reinforcement hole 503 has been seted up to the inside of support frame 501 one side, support frame 501 is the symmetric distribution about the horizontal center line of girder steel spliced pole 3, support frame 501 is located the horizontal center line position department of girder steel board 2.
The working principle of the connection node structure of the lightweight steel-structure house external wall panel and the steel beam based on embodiment 1 is that when the structure is used, the external wall panel main body 1 and the steel beam panel 2 need to be stably connected, because one side of two ends of the steel beam panel 2 is fixedly connected with the support frame 501, after the steel beam panel 2 and the steel beam connecting column 3 are tightly attached to one side of the external wall panel main body 1, special bolt structures such as expansion bolts are inserted into the reinforcing holes 503, and the steel beam and the external wall panel main body 1 are primarily connected, so that the connection between the support frame 501 and the external wall panel main body 1 is corroded by rainwater infiltration, therefore, a large amount of waterproof cement 502 is filled in the gap between the support frame 501 and the external wall panel main body 1, so that the gap between the external wall panel main body 1 and the support frame 501 is blocked after the waterproof cement 502 is dried and solidified, further, the rainwater infiltration is prevented from corroding fasteners such as bolts connected with the support frame 501, so that the support frame 501 supports the external wall panel main body 1 and the steel beam panel 2 when the steel beam panel 2 is subjected to certain pressure, and the inclination phenomenon is not prone to occur.
Example two
This embodiment still includes: compression-resistant structure 4 is all installed at the both ends of girder steel spliced pole 3, and compression-resistant structure 4 includes curb plate 401, locating hole 402 and limit stop 403, and curb plate 401 is installed in girder steel spliced pole 3's both sides, and the inside of curb plate 401 is provided with locating hole 402, and the equal fixedly connected with limit stop 403 in 2 inboard both ends of girder steel board is mosaic structure between curb plate 401 and the inside of limit stop 403, and locating hole 402 is equidistant distribution in the inside of curb plate 401.
In this embodiment, when this structure is used, girder steel board 2 and girder steel spliced pole 3 need bear great pressure, very easily appear certain bending deformation phenomenon after long-term the use, consequently need insert limit stop 403 inboard with curb plate 401 when this structure is used, and run through locating hole 402 and girder steel spliced pole 3 to being connected through fasteners such as bolts, make girder steel board 2 and girder steel spliced pole 3 the pressure that receives shared by curb plate 401, and then reduce girder steel board 2 and girder steel spliced pole 3 the pressure that receives, make the use of this structure.
EXAMPLE III
This embodiment still includes: reinforced structure 6 is installed to one side of girder steel spliced pole 3, reinforced structure 6 is including inlaying inserted block 601, location lance 602 and bolt hole 603, inlay inserted block 601 and install in one side of side fascia main part 1, inlay one side fixedly connected with location lance 602 of inserted block 601, the inside at inlay inserted block 601 both ends all is provided with bolt hole 603, it is mosaic structure to inlay between inserted block 601 and the girder steel spliced pole 3 is inside, bolt hole 603 is equidistant distribution in one side of inlaying inserted block 601.
In this embodiment, can appear becoming flexible for making its connection between long-time back and the side fascia main part 1 after using when this structure uses, for preventing it from appearing warping, or rock the phenomenon, consequently before this girder steel is installed, inlay the inserted block 601 in the installation of one side of side fascia main part 1 in advance, and make the location lance 602 can insert the inside of side fascia main part 1, make location lance 602 and side fascia main part 1 to be connected with stably, install girder steel board 2 and girder steel spliced pole 3 afterwards again, make inlay the inserted block 601 and form the one side that can insert girder steel spliced pole 3 and inlay, make inlay the inserted block 601 and make side fascia main part 1 and girder steel spliced pole 3 zonulae occludens respectively through location lance 602 and inlay the inserted block 601.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications or substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims (7)
1. The utility model provides a connected node structure of light steel constructs house side fascia and girder steel, includes side fascia main part (1), girder steel board (2) and girder steel spliced pole (3), its characterized in that: a steel beam plate (2) is arranged on one side of the external wall plate main body (1); the two ends of the steel beam plate (2) are fixedly connected with steel beam connecting columns (3), one side of each of the two ends of the steel beam plate (2) is fixedly connected with an auxiliary supporting structure (5), each auxiliary supporting structure (5) comprises a supporting frame (501), waterproof daub (502) and reinforcing holes (503), and the supporting frames (501) are fixedly connected to one side of the two ends of the steel beam plate (2); compression-resistant structures (4) are installed at two ends of the steel beam connecting column (3), and a reinforcing structure (6) is installed on one side of the steel beam connecting column (3).
2. The connection node structure of the lightweight steel structure house external wall panel and the steel beam according to claim 1, characterized in that: the compression-resistant structure (4) comprises side plates (401), positioning holes (402) and limit stops (403), the side plates (401) are installed on two sides of the steel beam connecting column (3), the positioning holes (402) are formed in the side plates (401), and the limit stops (403) are fixedly connected to two ends of the inner side of the steel beam plate (2).
3. The connection node structure of the lightweight steel structure house external wall panel and the steel beam according to claim 2, characterized in that: the side plate (401) and the limit stop (403) are of an embedded structure, and the positioning holes (402) are distributed in the side plate (401) at equal intervals.
4. The connection node structure of the lightweight steel-structured residential side fascia and the steel beam as claimed in claim 1, wherein: one side of the support frame (501) is provided with waterproof daub (502), and the inside of one side of the support frame (501) is provided with a reinforcing hole (503).
5. The connection node structure of the lightweight steel-structured residential side fascia and the steel beam as claimed in claim 4, wherein: the support frame (501) is symmetrically distributed about the horizontal center line of the steel beam connecting column (3), and the support frame (501) is located at the position of the horizontal center line of the steel beam plate (2).
6. The connection node structure of the lightweight steel structure house external wall panel and the steel beam according to claim 1, characterized in that: reinforced structure (6) are including inlaying inserted block (601), location lance (602) and bolt hole (603), inlay inserted block (601) and install in one side of side fascia main part (1), inlay one side fixedly connected with location lance (602) of inserted block (601), inlay the inside at inserted block (601) both ends and all be provided with bolt hole (603).
7. The connection node structure of the lightweight steel structure house external wall panel and the steel beam according to claim 6, characterized in that: the embedded structure is formed between the embedded insertion blocks (601) and the inside of the steel beam connecting column (3), and the bolt holes (603) are distributed at equal intervals on one side of each embedded insertion block (601).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222918570.1U CN218814373U (en) | 2022-10-31 | 2022-10-31 | Connecting node structure of lightweight steel structure house external wall panel and steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222918570.1U CN218814373U (en) | 2022-10-31 | 2022-10-31 | Connecting node structure of lightweight steel structure house external wall panel and steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218814373U true CN218814373U (en) | 2023-04-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222918570.1U Active CN218814373U (en) | 2022-10-31 | 2022-10-31 | Connecting node structure of lightweight steel structure house external wall panel and steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218814373U (en) |
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- 2022-10-31 CN CN202222918570.1U patent/CN218814373U/en active Active
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