CN215211555U - Adopt node of two splint formula built-in fittings connection wave form steel sheet wall and girder steel - Google Patents
Adopt node of two splint formula built-in fittings connection wave form steel sheet wall and girder steel Download PDFInfo
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- CN215211555U CN215211555U CN202120613980.8U CN202120613980U CN215211555U CN 215211555 U CN215211555 U CN 215211555U CN 202120613980 U CN202120613980 U CN 202120613980U CN 215211555 U CN215211555 U CN 215211555U
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Abstract
The utility model discloses an adopt node of double splint formula built-in fitting connection wave form steel plate wall and girder steel, including wave form steel plate wall, girder steel and reinforcing steel plate, wave form steel plate wall adopts two wave form steel plate combinations to form, pours into the concrete in the cavity that forms between the wave form steel plate. Adopt two reinforcing steel plates fixed connection respectively on the lateral surface of wave form steel sheet, be equipped with between two reinforcing steel plates and to the stay bolt, to the stay bolt and pass the wave form steel sheet, to stay bolt and concrete combination as overall structure each other, girder steel fixed connection is on reinforcing steel plate. The utility model discloses a strengthening steel plate thickens, strengthens the region that the corrugated steel plate is used for connecting the girder steel, increases the regional atress ability that is used for setting up the roof beam component on the corrugated steel plate for the corrugated steel plate satisfies the installation demand of girder steel, avoids corrugated steel plate self structure to be destroyed, improves corrugated steel plate combination wall and roof beam component connection's stability, simple structure moreover, low in manufacturing cost, construction convenience, the installation rate is fast.
Description
Technical Field
The utility model belongs to the technical field of building structure, concretely relates to adopt node that double splint formula built-in fitting connects wave form steel sheet wall and girder steel.
Background
In view of the development requirements and the technical challenges of steel structure houses, the core technology and the structural system of the corrugated steel plate combined structure are provided. The bearing structure composed of the corrugated steel plate wall, the steel beams and the floor bearing plate has the characteristics of high bearing efficiency, excellent anti-seismic performance and the like, and is suitable for being applied to multi-high-rise steel structure buildings such as houses, office buildings, hospitals, schools and the like.
The residential building system with the corrugated steel plate combined structure takes a corrugated steel plate wall as a core technology, and consists of two layers of corrugated steel plates, inner concrete and split bolts, wherein the three layers form an excellent combined effect. The corrugated steel plate has good stability, the buckling resistance bearing capacity of the corrugated steel plate can be several times to dozens of times higher than that of a flat steel plate, the corrugated steel plate is restrained by concrete and the split bolts, the bending and shearing resistance bearing capacity of the corrugated steel plate is greatly improved, the concrete is restrained by the corrugated steel plate and the split bolts, the compressive strength of the concrete can be fully exerted, and the using amount of steel is obviously reduced.
In the prior art, the corrugated steel plate wall comprises a corrugated steel plate, and the corrugated steel plate is thin, so that the structure of the corrugated steel plate is easily damaged when the corrugated steel plate is connected with a beam member.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the above-mentioned technical problem that exists among the prior art, provide a node that adopts double splint formula built-in fitting to connect corrugated steel plate wall and girder steel for junction between corrugated steel plate and the girder steel is strengthened, increases the regional atress ability that is used for setting up the roof beam component on the corrugated steel plate, avoids corrugated steel plate self structure to be destroyed, improves corrugated steel plate wall and roof beam component connection's stability, and simple structure, low in manufacturing cost, and convenient construction, the installation rate is fast.
In order to solve the technical problem, the utility model discloses a following technical scheme:
a node for connecting a corrugated steel plate wall and a steel beam by adopting a double-clamping-plate type embedded part comprises the corrugated steel plate wall and the steel beam, wherein the corrugated steel plate wall is formed by assembling corrugated steel plates, and the steel beam is an I-shaped steel beam in the prior art. The method is characterized in that: still including the reinforcing steel plate, reinforcing steel plate fixed connection is on the lateral surface of wave form steel sheet, and girder steel fixed connection is on the reinforcing steel plate.
The utility model discloses a two wave form steel sheets form wave form steel sheet wall, and the cast in concrete in the cavity that forms between two wave form steel sheets, two wave form steel sheets adopt to connect the stay bolt among the prior art. The equal fixedly connected with reinforcing steel plate of two wave form steel plates, in order to adapt to the connection between reinforcing steel plate and the girder steel, the thickness of the reinforcing steel plate that is used for being connected with the girder steel is greater than the thickness of another reinforcing steel plate, and in actual construction, the thickness of the reinforcing steel plate that is used for being connected with the girder steel is 20mm, and the thickness of another reinforcing steel plate is 10 mm. Fixedly connected with is to the stay bolt between two reinforced steel plate for two reinforced steel plate connect into overall structure, and the stay bolt passes the wave form steel sheet, and stay bolt and concrete combine each other for overall structure, make two reinforced steel plate, stay bolt and wave form steel plate wall connect into overall structure, increase the atress ability that is used for the reinforced steel plate of being connected with the girder steel, and then satisfy the installation demand of girder steel. The utility model discloses a strengthening steel plate thickens, strengthens the region that the corrugated steel plate is used for connecting the girder steel, increases the regional atress ability that is used for setting up the roof beam component on the corrugated steel plate for the corrugated steel plate satisfies the installation demand of girder steel, avoids corrugated steel plate self structure to be destroyed, improves corrugated steel plate wall and roof beam component connection's stability, simple structure moreover, low in manufacturing cost, construction convenience, the installation rate is fast.
Further, single split bolt is equipped with four nuts, and mutual fixed connection's wave form steel sheet and reinforcing plate setting adopt two nuts to carry on spacingly to wave form steel sheet and reinforcing plate between two nuts, increase the joint strength between wave form steel sheet and the reinforcing plate, avoid the welding department between wave form steel sheet and the reinforcing plate the condition of splitting to appear.
Furthermore, the reinforcing steel plate is welded on the outer side face of the corrugated steel plate, so that the reinforcing steel plate and the corrugated steel plate are simple in fixing mode and easy to operate.
Furthermore, the corners of the corrugated steel plate are chamfered to form inclined planes, so that the outer side face of the corrugated steel plate is tightly attached to the reinforcing steel plate, the reinforcing steel plate and the corrugated steel plate are conveniently welded and fixed, and the welding quality between the reinforcing steel plate and the corrugated steel plate is improved.
Further, the reinforcing steel plate is rectangular, the reinforcing steel plate is simple in shape and can be obtained through cutting in a factory, batch production is facilitated, and the reinforcing steel plate in the rectangular shape is easier to be attached to the outer side face of the corrugated steel plate.
Further, the reinforced steel plate is welded with the connecting plate, the steel beam passes through fixing bolt and connecting plate fixed connection, can set up the bolt hole in advance on the web of steel beam and connecting plate, and the connecting plate can multiplicable reinforced steel plate and the web of steel beam between the connection area, and installation labour saving and time saving simultaneously only receives the shear force between steel beam and the reinforced steel plate, conveniently dismantles the operation to the steel beam moreover.
Furthermore, the steel beam is welded on the reinforced steel plate, so that the fixed mode between the reinforced steel plate and the steel beam is simple and easy to operate, the welded connection does not need drilling, and the welding structure is good in tightness.
The utility model discloses owing to adopted above-mentioned technical scheme, following beneficial effect has:
the utility model discloses a reinforcing steel plate thickens, strengthens the region that corrugated steel plate is used for connecting the girder steel, and two reinforcing steel plates, tie bolt and corrugated steel plate wall connect into overall structure moreover, increase the atress ability that is used for the reinforcing steel plate of being connected with the girder steel, and then satisfy the installation demand of girder steel. The utility model discloses can increase the regional atress ability that is used for setting up the roof beam component on the wave form steel sheet for the wave form steel sheet satisfies the installation demand of girder steel, avoids wave form steel sheet self structure to be destroyed, improves wave form steel sheet wall and roof beam component connection's stability, simple structure moreover, low in manufacturing cost, construction convenience, the installation rate is fast.
Drawings
The present invention will be further explained with reference to the accompanying drawings:
fig. 1 is a schematic structural diagram of a first embodiment of the present invention;
fig. 2 is a schematic structural view of the connection between the reinforcing steel plate and the split bolt in the first embodiment of the present invention;
FIG. 3 is an enlarged view of the structure at A in FIG. 1;
fig. 4 is a schematic structural diagram of a second embodiment of the present invention;
fig. 5 is a schematic structural view of the connection between the reinforcing steel plate and the split bolt in the second embodiment of the present invention.
In the figure, 1-corrugated steel plate; 2-a steel beam; 3-reinforcing the steel plate; 4-inclined plane; 5-a cavity; 6-split bolts; 7-a nut; 8-connecting plates; 9-fixing the bolt.
Detailed Description
As shown in fig. 1 to 3, in accordance with a first embodiment of the present invention,
the utility model provides an adopt node of double splint formula built-in fitting connection wave form steel plate wall and girder steel, includes wave form steel plate wall, girder steel 2 and reinforcing steel plate 3, and the wave form steel plate wall adopts wave form steel plate 1 assembly to form, and wave form steel plate 1 and post welded fastening, the thickness of wave form steel plate 1 is 5mm, and girder steel 2 adopts the I-shaped steel roof beam among the prior art. The reinforcing steel plate 3 is fixedly connected to the outer side face of the corrugated steel plate 1, and the steel beam 2 is fixedly connected to the reinforcing steel plate 3.
The utility model discloses a two corrugated steel plate 1 form corrugated steel plate wall, and the concrete is poured into in the cavity 5 that forms between two corrugated steel plate 1, and two corrugated steel plate 1 adopt to connect the stay bolt among the prior art. Two equal fixedly connected with reinforced steel plate 3 of wave form steel sheet 1, in order to adapt to the connection between reinforced steel plate 3 and the girder steel 2, the thickness that is used for reinforced steel plate 3 of being connected with girder steel 2 is greater than the thickness of another reinforced steel plate 3, and in actual construction, the thickness that is used for reinforced steel plate 3 of being connected with girder steel 2 is 20mm, and the thickness of another reinforced steel plate 3 is 10 mm. Fixedly connected with is to drawing bolt 6 between two reinforced steel plate 3 for two reinforced steel plate 3 connect into overall structure, pass wave form steel sheet 1 to drawing bolt 6, combine each other for overall structure to drawing bolt 6 and concrete, make two reinforced steel plate 3, connect into overall structure to drawing bolt 6 and wave form steel plate wall, increase the atress ability that is used for reinforced steel plate 3 be connected with girder steel 2, and then satisfy girder steel 2's installation demand. The utility model discloses a strengthening steel plate 3 thickens, strengthens the region that corrugated steel plate 1 is used for connecting girder steel 2, increases the regional atress ability that is used for setting up the roof beam component on the corrugated steel plate 1 for corrugated steel plate 1 satisfies girder steel 2's installation demand, avoids corrugated steel plate 1 self structure to be destroyed, improves corrugated steel plate wall and roof beam component connection's stability, simple structure moreover, low in manufacturing cost, construction convenience, the installation rate is fast.
A single split bolt 6 is equipped with four nuts 7, and mutual fixed connection's wave form steel sheet 1 and reinforcing steel plate 3 set up between two nuts 7, adopt two nuts 7 to carry on spacingly to wave form steel sheet 1 and reinforcing steel plate 3, increase the joint strength between wave form steel sheet 1 and the reinforcing steel plate 3, avoid the welding department between wave form steel sheet 1 and the reinforcing steel plate 3 the condition of splitting to appear.
The reinforced steel plate 3 is welded on the outer side surface of the corrugated steel plate 1, so that the reinforced steel plate 3 and the corrugated steel plate 1 are simple in fixing mode and easy to operate. The chamfer is carried out at the corner of wave form steel sheet 1, forms inclined plane 4 for closely laminating between wave form steel sheet 1's lateral surface and the reinforcing steel plate 3, conveniently will reinforcing steel plate 3 and wave form steel sheet 1 welded fastening, improve the welding quality between reinforcing steel plate 3 and the wave form steel sheet 1.
The reinforcing steel plate 3 is rectangular, the reinforcing steel plate 3 is simple in shape and can be obtained by cutting in a factory, batch production is facilitated, and the reinforcing steel plate 3 in the rectangular shape is more easily attached to the outer side face of the corrugated steel plate 1.
3 welding of reinforced steel plate has connecting plate 8, and girder steel 2 can set up the bolt hole in advance on the web of girder steel 2 and connecting plate 8 through fixing bolt 9 and 8 fixed connection of connecting plate, and connecting plate 8 multiplicable connected area between the web of reinforced steel plate 3 and girder steel 2 installs labour saving and time saving simultaneously, only receives the shear force between girder steel 2 and the reinforced steel plate 3, and the operation is dismantled to girder steel 2 to the convenience moreover.
As shown in fig. 4 and 5, in order to implement the second embodiment of the present invention,
the utility model provides an adopt node of double splint formula built-in fitting connection wave form steel plate wall and girder steel, includes wave form steel plate wall, girder steel 2 and reinforced steel plate 3, and the wave form steel plate wall adopts wave form steel plate 1 assembly to form, and wave form steel plate 1 and post welded fastening, the thickness of wave form steel plate 1 is 5mm, and girder steel 2 adopts I-shaped girder steel 2 among the prior art. The reinforcing steel plate 3 is fixedly connected to the outer side face of the corrugated steel plate 1, and the steel beam 2 is fixedly connected to the reinforcing steel plate 3.
The utility model discloses a two corrugated steel plate 1 form corrugated steel plate wall, and the concrete is poured into in the cavity 5 that forms between two corrugated steel plate 1, and two corrugated steel plate 1 adopt to connect stay bolt 6 among the prior art. Two equal fixedly connected with reinforced steel plate 3 of wave form steel sheet 1, in order to adapt to the connection between reinforced steel plate 3 and the girder steel 2, the thickness that is used for reinforced steel plate 3 of being connected with girder steel 2 is greater than the thickness of another reinforced steel plate 3, and in actual construction, the thickness that is used for reinforced steel plate 3 of being connected with girder steel 2 is 20mm, and the thickness of another reinforced steel plate 3 is 10 mm. Fixedly connected with is to drawing bolt 6 between two reinforced steel plate 3 for two reinforced steel plate 3 connect into overall structure, pass wave form steel sheet 1 to drawing bolt 6, combine each other for overall structure to drawing bolt 6 and concrete, make two reinforced steel plate 3, connect into overall structure to drawing bolt 6 and wave form steel plate wall, increase the atress ability that is used for reinforced steel plate 3 be connected with girder steel 2, and then satisfy girder steel 2's installation demand. The utility model discloses a strengthening steel plate 3 thickens, strengthens the region that corrugated steel plate 1 is used for connecting girder steel 2, increases the regional atress ability that is used for setting up the roof beam component on the corrugated steel plate 1 for corrugated steel plate 1 satisfies girder steel 2's installation demand, avoids corrugated steel plate 1 self structure to be destroyed, improves corrugated steel plate wall and roof beam component connection's stability, simple structure moreover, low in manufacturing cost, construction convenience, the installation rate is fast.
A single split bolt 6 is equipped with four nuts 7, and mutual fixed connection's wave form steel sheet 1 and reinforcing steel plate 3 set up between two nuts 7, adopt two nuts 7 to carry on spacingly to wave form steel sheet 1 and reinforcing steel plate 3, increase the joint strength between wave form steel sheet 1 and the reinforcing steel plate 3, avoid the welding department between wave form steel sheet 1 and the reinforcing steel plate 3 the condition of splitting to appear.
The reinforced steel plate 3 is welded on the outer side surface of the corrugated steel plate 1, so that the reinforced steel plate 3 and the corrugated steel plate 1 are simple in fixing mode and easy to operate. The chamfer is carried out at the corner of wave form steel sheet 1, forms inclined plane 4 for closely laminating between wave form steel sheet 1's lateral surface and the reinforcing steel plate 3, conveniently will reinforcing steel plate 3 and wave form steel sheet 1 welded fastening, improve the welding quality between reinforcing steel plate 3 and the wave form steel sheet 1.
The reinforcing steel plate 3 is rectangular, the reinforcing steel plate 3 is simple in shape and can be obtained by cutting in a factory, batch production is facilitated, and the reinforcing steel plate 3 in the rectangular shape is more easily attached to the outer side face of the corrugated steel plate 1.
Girder steel 2 welds on steel plate 3 for the fixed mode between steel plate 3 and the girder steel 2 is simple, easy operation, and welded connection need not drilling moreover, and welded structure leakproofness is good.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple changes, equivalent substitutions or modifications made on the basis of the present invention to solve the same technical problems and achieve the same technical effects are all covered by the protection scope of the present invention.
Claims (7)
1. A joint for connecting a corrugated steel plate wall and a steel beam by adopting a double-splint type embedded part comprises:
the corrugated steel plate wall is formed by combining two corrugated steel plates, and concrete is poured into a cavity formed between the two corrugated steel plates;
a steel beam;
it is characterized in that the preparation method is characterized in that,
still include the reinforcing steel plate, adopt two reinforcing steel plate difference fixed connection be in on the lateral surface of wave form steel plate, two fixedly connected with split bolt between the reinforcing steel plate, the split bolt passes the wave form steel plate, the split bolt with the concrete combines each other for overall structure, girder steel fixed connection is in on the reinforcing steel plate.
2. The joint for connecting the corrugated steel plate wall and the steel beam by adopting the double-splint type embedded part as claimed in claim 1, wherein: the split bolt is provided with four nuts, and the corrugated steel plate and the reinforcing steel plate which are fixedly connected with each other are arranged between the two nuts.
3. The joint for connecting the corrugated steel plate wall and the steel beam by adopting the double-splint type embedded part as claimed in claim 1, wherein: the reinforcing steel plate is welded on the outer side surface of the corrugated steel plate.
4. The joint for connecting the corrugated steel plate wall and the steel beam by using the double-clamp-plate type embedded part as claimed in claim 3, wherein: and chamfering corners of the corrugated steel plate to form inclined planes.
5. The joint for connecting the corrugated steel plate wall and the steel beam by adopting the double-splint type embedded part as claimed in claim 1, wherein: the reinforcing steel plate is rectangular.
6. The joint for connecting the corrugated steel plate wall and the steel beam by adopting the double-splint type embedded part as claimed in claim 1, wherein: the reinforced steel plate is welded with a connecting plate, and the steel beam is fixedly connected with the connecting plate through a fixing bolt.
7. The joint for connecting the corrugated steel plate wall and the steel beam by adopting the double-splint type embedded part as claimed in claim 1, wherein: the steel beam is welded on the reinforced steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120613980.8U CN215211555U (en) | 2021-03-26 | 2021-03-26 | Adopt node of two splint formula built-in fittings connection wave form steel sheet wall and girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120613980.8U CN215211555U (en) | 2021-03-26 | 2021-03-26 | Adopt node of two splint formula built-in fittings connection wave form steel sheet wall and girder steel |
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| Publication Number | Publication Date |
|---|---|
| CN215211555U true CN215211555U (en) | 2021-12-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120613980.8U Active CN215211555U (en) | 2021-03-26 | 2021-03-26 | Adopt node of two splint formula built-in fittings connection wave form steel sheet wall and girder steel |
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|---|---|
| CN (1) | CN215211555U (en) |
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2021
- 2021-03-26 CN CN202120613980.8U patent/CN215211555U/en active Active
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Address after: 311400 No.18, Changkou East Street, Changkou Town, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongnan Lvjian Technology Group Co.,Ltd. Address before: 311400 No.18, Changkou East Street, Changkou Town, Fuyang District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG ZHONGNAN CONSTRUCTION GROUP STEEL STRUCTURE Co.,Ltd. |
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