CN220247402U - Connection structure of prefabricated roofing - Google Patents
Connection structure of prefabricated roofing Download PDFInfo
- Publication number
- CN220247402U CN220247402U CN202321544480.9U CN202321544480U CN220247402U CN 220247402 U CN220247402 U CN 220247402U CN 202321544480 U CN202321544480 U CN 202321544480U CN 220247402 U CN220247402 U CN 220247402U
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- prefabricated
- connecting rod
- pipe
- connecting sleeve
- roof
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- 239000011440 grout Substances 0.000 claims abstract description 8
- 230000000087 stabilizing effect Effects 0.000 claims description 18
- 238000007789 sealing Methods 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000002708 enhancing effect Effects 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 2
- 230000001737 promoting effect Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 22
- 239000011083 cement mortar Substances 0.000 description 19
- 229910000831 Steel Inorganic materials 0.000 description 18
- 239000010959 steel Substances 0.000 description 18
- 238000003466 welding Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 9
- 238000003780 insertion Methods 0.000 description 7
- 230000037431 insertion Effects 0.000 description 7
- 230000007797 corrosion Effects 0.000 description 5
- 238000005260 corrosion Methods 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000007664 blowing Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model relates to a connection structure of prefabricated roofing in prefabricated roofing field, it includes prefabricated roof boarding, roof beam, pre-buried in the connecting sleeve of prefabricated roof boarding and part pre-buried in the connecting rod of roof beam, and connecting sleeve's opening direction is vertical to set up downwards, and connecting sleeve cover locates the connecting rod, and connecting sleeve's roof is fixed and communicates the blast pipe, and connecting sleeve's lateral wall is fixed and communicates there is the grout pipe, and grout pipe and blast pipe all communicate in the outer space setting of prefabricated roof boarding. The utility model has the effect of promoting prefabricated roof boarding's installation effectiveness and saving cost.
Description
Technical Field
The application relates to the field of prefabricated roofs, in particular to a connecting structure of a prefabricated roof.
Background
Along with the continuous development of the building industry, the roof construction of industrial plants and various steel structure buildings increasingly tends to the installation construction of roof precast slabs, and the precast roof slabs are energy-saving and environment-friendly, have the characteristics of good rigidity, high strength, good ductility and the like, and have good structural performance and engineering application prospects.
In order to install the prefabricated roof panel on the roof beam, an embedded steel plate is usually arranged at the top end of the roof beam, and the embedded steel plate is arranged on the prefabricated roof panel, so that the prefabricated roof panel is lifted to be placed on the roof beam, and the prefabricated roof panel is fixedly installed on the roof beam by welding the prefabricated roof panel and the steel plate of the roof beam.
Because the top end of the roof beam is higher from the ground, the welding operation needs to be performed at high altitude when the prefabricated roof panel is installed, and the welding difficulty is higher because the field is limited when the welding operation is performed at high altitude; in addition, in order to avoid the occurrence of safety accidents and the reduction of welding quality, welding operation cannot be performed in rainy days and other weather, so that the construction efficiency is reduced. In addition, in order to ensure the structural durability of the steel structure connection, rust and corrosion resistant coating is required for the steel plates, however, the maintenance time limit of the coating is generally 5-15 years, the later period needs to be protected regularly, and the cost of time and money is relatively high.
Disclosure of Invention
In order to improve the installation effectiveness of prefabricated roof boarding and practice thrift the cost, this application provides a connection structure of prefabricated roofing.
The application provides a connection structure of prefabricated roofing adopts following technical scheme:
the utility model provides a connection structure of prefabricated roofing, includes prefabricated roof boarding, roof beam, pre-buried in the connecting sleeve of prefabricated roof boarding and part pre-buried in the connecting rod of roof beam, the vertical downward setting of opening direction of connecting sleeve, connecting sleeve cover is located the connecting rod, connecting sleeve's roof is fixed and is linked together the blast pipe, connecting sleeve's lateral wall is fixed and is linked together there is the grout pipe, grout pipe and blast pipe all link up in the outer space setting of prefabricated roof boarding.
Through adopting above-mentioned technical scheme, when lifting prefabricated roof boarding to and lapping on the roof beam for the connecting sleeve cover is located the connecting rod, fills cement mortar in to the connecting sleeve through the grout pipe, and the air in the connecting sleeve passes through the blast pipe and discharges, makes cement mortar can be full of inside the connecting sleeve. After the cement mortar is solidified, the cement structure can enable the connecting rod to be firmly connected with the connecting sleeve, so that the prefabricated roof panel can be firmly installed on the roof beam. Compared with the welding of two pre-buried steel plates, the requirement of pouring cement mortar into the connecting sleeve to the field is lower, the connecting sleeve can be suitable for high-altitude operation, and can be poured and installed in rainy days, so that the installation efficiency of the prefabricated roof panel is relatively higher. And connect fixedly connecting rod and connecting sleeve through cement structure, steel construction does not expose outside, consequently need not to apply paint to steel construction, also need not to spend time and money and carry out the enclosure to the application, has practiced thrift the installation cost to prefabricated roof boarding.
Optionally, a stabilizing piece is arranged at one end of the connecting rod, which is positioned on the roof beam, and the stabilizing piece is used for enhancing the connection strength of the connecting rod and the roof beam.
Through adopting above-mentioned technical scheme, the joint strength of connecting rod and roof beam can be strengthened to the steady piece for after connecting rod and connecting sleeve are fixed, can make prefabricated roof boarding connect in roof beam more firmly, reduce the possibility that influences the connection stability of prefabricated roof boarding and roof beam because of the strong wind blows and scrapes.
Optionally, the stabilizer comprises at least two stabilizing rods fixed on the connecting rod, and the lower ends of the at least two stabilizing rods are obliquely arranged towards a direction far away from the central axis of the connecting rod.
Through adopting above-mentioned technical scheme, two at least firm poles have increased the horizontal area of contact of connecting rod and roof beam to the arm of force that the relative roof beam of resistance connecting rod breaks away from has been increased, in order to strengthen the joint strength of connecting rod and roof beam.
Optionally, the connecting rod is located the part fixedly connected with a plurality of reinforcement tooth in the connecting sleeve.
Through adopting above-mentioned technical scheme, a plurality of reinforcement teeth can increase the joint strength of connecting rod and cement structure to strengthen the joint strength of connecting rod and connecting sleeve and prefabricated roof boarding, further reduce the possibility that influences the connection stability of prefabricated roof boarding and roofing roof beam because of the strong wind blows and scrapes.
Optionally, the top surface of roof beam has pre-buried a positioning tube, the diapire of positioning tube is worn to locate by the connecting rod, connecting sleeve's opening border fixedly connected with grafting pipe, grafting pipe inserts and locates in the positioning tube.
Through adopting above-mentioned technical scheme, in the spliced tube inserts and locates the locating cylinder, when pouring cement mortar into the connecting sleeve, cement mortar can flow into in locating cylinder and the connecting sleeve and solidify and form the cement structure, further strengthen the intensity of connecting rod to when reducing prefabricated roof boarding and roofing roof beam and taking place slight relative displacement, the connecting rod takes place crooked or fracture possibility, has further increased the connection stability of prefabricated roof boarding and roof beam.
Optionally, a first sealing paste layer is arranged between the pipe wall of the insertion pipe and the inner wall of the positioning cylinder.
Through adopting above-mentioned technical scheme, seal between the pipe wall of first sealing paste layer to the plug pipe and the inner wall of locating cylinder for the rainwater is difficult for flowing into the cement structure department in the plug pipe through between plug pipe outer wall and the locating cylinder, and permeates cement structure and cause corrosion to the connecting rod, thereby reduces the intensity that the rainwater infiltration influences the connecting rod, and causes prefabricated roof boarding and roof beam to be connected unstable possibility.
Optionally, the inner walls of the exhaust pipe and the grouting pipe are both provided with a second sealing paste layer.
Through adopting above-mentioned technical scheme, the second sealing paste layer is shutoff blast pipe and grout pipe for the rainwater is difficult for oozing cement structure and is led to the fact the corrosion to the connecting rod, with the intensity that reduces the rainwater infiltration and influence the connecting rod, and causes prefabricated roof boarding and roofing roof beam to be connected unstable possibility.
Optionally, the tip of blast pipe is relative prefabricated roof boarding protrusion setting, the blast pipe overcoat and threaded connection have the manger plate cap.
Through adopting above-mentioned technical scheme, in the manger plate cap obstructs rainwater entering drain pipe, further reduce the rainwater and ooze cement structure and cause corrosion to the connecting rod, and cause prefabricated roof boarding and roof beam to be connected unstable possibility.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the cement structure enables the connecting rod to be firmly connected with the connecting sleeve, so that the prefabricated roof panel can be firmly installed on the roof beam, compared with the process of welding two embedded steel plates, the process of pouring cement mortar into the connecting sleeve can be suitable for high-altitude operation, and the process of pouring and installing can be performed in rainy days, so that the installation efficiency of the prefabricated roof panel is relatively higher;
2. the connecting rod and the connecting sleeve are connected and fixed through the cement structure, and the steel structure is not exposed, so that the steel structure is not required to be coated, the time and money are not required to be spent for coating and enclosing, and the installation cost of the prefabricated roof panel is saved;
3. cement mortar can flow into the locating cylinder and the connecting sleeve to be solidified to form a cement structure, so that the strength of the connecting rod is further enhanced, the connecting rod is bent or broken when the prefabricated roof panel and the roof beam are slightly displaced relatively, and the connection stability of the prefabricated roof panel and the roof beam is improved.
Drawings
Fig. 1 is a schematic structural view of an embodiment of the present application.
Fig. 2 is a schematic cross-sectional view of an embodiment of the present application.
Fig. 3 is an enlarged schematic view of the portion a in fig. 2.
Fig. 4 is a schematic partial structure of an embodiment of the present application.
Fig. 5 is an enlarged schematic view of the portion B in fig. 2.
Reference numerals: 1. prefabricating a roof board; 2. roof beams; 3. a connecting sleeve; 31. an exhaust pipe; 311. a water retaining cap; 32. grouting pipes; 4. a connecting rod; 41. reinforcing teeth; 5. a stabilizing piece; 51. a stabilizing rod; 6. a positioning cylinder; 7. a connecting pipe is inserted; 8. a first sealant layer; 9. and a second sealant layer.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-5.
The embodiment of the application discloses a connection structure of prefabricated roofing. Referring to fig. 1 and 2, the connecting structure of the prefabricated roof comprises a prefabricated roof panel 1, a roof beam 2, a connecting sleeve 3 and a connecting rod 4, wherein the connecting sleeve 3 is pre-buried in the prefabricated roof panel 1, the connecting sleeve 3 is in a circular tube shape, and one end of the connecting sleeve 3 is in a closed arrangement. The opening direction of the connecting sleeve 3 is vertically downwards, and the opening surface of the connecting sleeve 3 is flush with the lower side wall of the prefabricated roof panel 1. The connecting rod 4 part is pre-buried in the up end of roofing roof beam 2, and connecting rod 4 perpendicular to roofing roof beam 2's up end. The prefabricated roof boarding 1 is erected on the upper end face of the roof girder 2, and the connecting sleeve 3 is sleeved on the connecting rod 4.
Referring to fig. 1 and 2, an exhaust pipe 31 is fixedly connected to the top wall of the connection sleeve 3, the central axis of the exhaust pipe 31 is perpendicular to the central axis of the connection sleeve 3, and the exhaust pipe 31 is communicated with the connection sleeve 3. The side wall of the connecting sleeve 3 is fixedly connected with a grouting pipe 32, the axis of the grouting pipe 32 is perpendicular to the axis of the exhaust pipe 31, and the grouting pipe 32 is communicated with the connecting sleeve 3. The exhaust pipe 31 and the grouting pipe 32 are both pre-buried in the prefabricated roof board 1, and the grouting pipe 32 and the exhaust pipe 31 are both communicated with the external space of the prefabricated roof board 1.
When the prefabricated roof panel 1 is lifted to and put on the roof beam 2, the connecting sleeve 3 is sleeved on the connecting rod 4, cement mortar is poured into the connecting sleeve 3 through the grouting pipe 32, and air in the connecting sleeve 3 is discharged through the exhaust pipe 31, so that the inside of the connecting sleeve 3 can be filled with the cement mortar. The exhaust pipe 31 is arranged on the top wall of the connecting sleeve 3, so that the cement mortar cannot block the exhaust path of the exhaust pipe 31 before filling the connecting sleeve 3.
When the cement mortar is cured, the cement structure enables the connecting rod 4 to be firmly connected to the connecting sleeve 3, so that the prefabricated roof panel 1 can be firmly mounted on the roof beam 2. Compared with the welding of two pre-buried steel plates, the requirement of pouring cement mortar into the connecting sleeve 3 to the field is lower, the connecting sleeve can be suitable for high-altitude operation, and can be poured and installed in rainy days, so that the installation efficiency of the prefabricated roof panel 1 is relatively higher. And connect fixedly connecting rod 4 and connecting sleeve 3 through cement structure, the steel construction does not expose outside, consequently need not to apply paint to the steel construction, also need not to spend time and money and to apply the fender to the application, practiced thrift the installation cost to prefabricated roof boarding 1.
Referring to fig. 2 and 3, in order to reduce the possibility of corrosion of the connection rod 4 caused by rainwater infiltration through the cement structure, the inner walls of the exhaust pipe 31 and the grouting pipe 32 are fixedly connected with the second sealing paste layer 9. The second sealing paste layer 9 is used for sealing the exhaust pipe 31 and the grouting pipe 32 respectively, so that rainwater is not easy to permeate through the cement structure to rust the connecting rod 4, the strength of the connecting rod 4 is affected by rainwater permeation, and the connection instability possibility of the prefabricated roof panel 1 and the roof beam 2 is caused.
Since the exhaust pipe 31 is provided at the top wall of the connection sleeve 3 and communicates with the external space, rainwater more easily enters the connection sleeve 3 through the drain pipe. The end of the exhaust pipe 31 is arranged in a protruding way relative to the upper side wall of the prefabricated roof board 1, and the water retaining cap 311 is sleeved outside the exhaust pipe 31 and connected with threads. The water retaining cap 311 can prevent rainwater from entering the drain pipe, and further reduce the possibility that the connecting rod 4 is rusted due to rainwater seeping through the cement structure, so that the prefabricated roof panel 1 is connected with the roof beam 2 unstably.
Referring to fig. 2 and 4, in order to further enhance the connection stability of the prefabricated roof panel 1 with the roof girder 2, the connecting rod 4 is provided with a stabilizing member 5 at one end of the roof girder 2. The stabilizing piece 5 comprises three stabilizing rods 51, wherein the three stabilizing rods 51 are fixed at one end of the connecting rod 4, which is located in the roof beam 2, the three stabilizing rods 51 are arranged around the central axis of the connecting rod 4, and the lower ends of the three stabilizing rods 51 are obliquely arranged towards the direction away from the central axis of the connecting rod 4.
The two stabilizing bars 51 increase the horizontal contact area of the connecting bar 4 with the roof girder 2 to increase the moment arm against the detachment of the connecting bar 4 with respect to the roof girder 2 to enhance the connection strength of the connecting bar 4 with the roof girder 2. After the connecting rod 4 and the connecting sleeve 3 are fixed, the prefabricated roof panel 1 can be more firmly connected to the roof beam 2, and the possibility that the connection stability of the prefabricated roof panel 1 and the roof beam 2 is affected due to strong wind blowing is reduced.
Referring to fig. 2, in order to further enhance the connection stability between the prefabricated roof panel 1 and the roof girder 2, a plurality of reinforcement teeth 41 are fixedly connected to the portion of the connection rod 4 located in the connection sleeve 3, and a plurality of reinforcement teeth 41 are distributed on the side wall of the connection rod 4 in an array.
The plurality of reinforcing teeth 41 can increase the connection strength of the connecting rod 4 with the cement structure to enhance the connection strength of the connecting rod 4 with the connecting sleeve 3 and the prefabricated roof panel 1, further reducing the possibility of affecting the connection stability of the prefabricated roof panel 1 with the roof girder 2 due to strong wind blowing.
Referring to fig. 2 and 5, when a strong wind or an earthquake occurs, the roof beam 2 and the prefabricated roof panel 1 are relatively displaced, resulting in bending or breaking of the connection rod 4, thereby affecting the connection stability of the roof beam 2 and the prefabricated roof panel 1. The top surface of roof beam 2 pre-buried has a positioning tube 6, and positioning tube 6 is the tubulose, and the one end of positioning tube 6 is the closed setting, and the opening direction of positioning tube 6 is vertical upwards to be set up. The connecting rod 4 is arranged on the bottom wall of the positioning cylinder 6 in a penetrating way.
Referring to fig. 2 and 5, an insertion tube 7 is fixedly connected to the opening edge of the connecting sleeve 3, and the insertion tube 7 is inserted into the positioning cylinder 6. A first sealing paste layer 8 is arranged between the pipe wall of the insertion pipe 7 and the inner wall of the positioning cylinder 6. The first layer of sealing paste 8 is disposed around the central axis of the positioning cylinder 6.
The plug tube 7 is inserted in the positioning cylinder 6, when cement mortar is poured into the connecting sleeve 3, the cement mortar can flow into the positioning cylinder 6 and the connecting sleeve 3 to be solidified to form a cement structure, so that the strength of the connecting rod 4 is further enhanced, the bending or fracture possibility of the connecting rod 4 is reduced when the prefabricated roof panel 1 and the roof beam 2 slightly displace relatively, and the connection stability of the prefabricated roof panel 1 and the roof beam 2 is further improved.
The first sealing paste layer 8 seals between the pipe wall of the insertion pipe 7 and the inner wall of the positioning cylinder 6, so that rainwater is not easy to flow into the cement structure in the insertion pipe 7 through between the outer wall of the insertion pipe 7 and the positioning cylinder 6 and seeps through the cement structure to rust the connecting rod 4, the strength of the connecting rod 4 is affected by rainwater infiltration is reduced, and the possibility that the connection of the prefabricated roof panel 1 and the roof beam 2 is unstable is caused.
The implementation principle of the connection structure of the prefabricated roof provided by the embodiment of the application is as follows: when the prefabricated roof panel 1 is lifted to and put on the roof beam 2, the connecting sleeve 3 is sleeved on the connecting rod 4, cement mortar is poured into the connecting sleeve 3 through the grouting pipe 32, and air in the connecting sleeve 3 is discharged through the exhaust pipe 31, so that the inside of the connecting sleeve 3 can be filled with the cement mortar. When the cement mortar is cured, the cement structure enables the connecting rod 4 to be firmly connected to the connecting sleeve 3, so that the prefabricated roof panel 1 can be firmly mounted to the roof girder 2.
Compared with the welding of two pre-buried steel plates, the requirement of pouring cement mortar into the connecting sleeve 3 to the field is lower, the connecting sleeve can be suitable for high-altitude operation, and can be poured and installed in rainy days, so that the installation efficiency of the prefabricated roof panel 1 is relatively higher.
And connect fixedly connecting rod 4 and connecting sleeve 3 through cement structure, the steel construction does not expose outside, consequently need not to apply paint to the steel construction, also need not to spend time and money and to apply the fender to the application, practiced thrift the installation cost to prefabricated roof boarding 1.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. A connection structure of prefabricated roofing, its characterized in that: including prefabricated roof boarding (1), roofing roof beam (2), pre-buried in connecting sleeve (3) and part pre-buried in connecting rod (4) of roofing roof beam (2) of prefabricated roof boarding (1), the vertical downward setting of opening direction of connecting sleeve (3), connecting sleeve (3) cover is located connecting rod (4), the roof of connecting sleeve (3) is fixed and is linked together blast pipe (31), the lateral wall of connecting sleeve (3) is fixed and is linked together and have grout pipe (32), grout pipe (32) and blast pipe (31) all link up in the outer space setting of prefabricated roof boarding (1).
2. A prefabricated roofing connection according to claim 1, characterized in that: one end of the connecting rod (4) located on the roof beam (2) is provided with a stabilizing piece (5), and the stabilizing piece (5) is used for enhancing the connection strength of the connecting rod (4) and the roof beam (2).
3. A prefabricated roofing connection according to claim 2, characterized in that: the stabilizing piece (5) comprises at least two stabilizing rods (51) fixed on the connecting rod (4), and the lower ends of the at least two stabilizing rods (51) are obliquely arranged in a direction away from the central axis of the connecting rod (4).
4. A prefabricated roofing connection according to claim 3, characterized in that: the part of the connecting rod (4) positioned in the connecting sleeve (3) is fixedly connected with a plurality of reinforcing teeth (41).
5. A prefabricated roofing connection according to claim 1, characterized in that: the roof beam (2) top surface pre-buried has a positioning tube (6), connecting rod (4) wear to locate the diapire of positioning tube (6), the opening border fixedly connected with grafting pipe (7) of connecting sleeve (3), grafting pipe (7) are inserted and are located in positioning tube (6).
6. The prefabricated roofing connection structure according to claim 5, wherein: a first sealing paste layer (8) is arranged between the pipe wall of the plug-in pipe (7) and the inner wall of the positioning cylinder (6).
7. A prefabricated roofing connection according to claim 1, characterized in that: the inner walls of the exhaust pipe (31) and the grouting pipe (32) are respectively provided with a second sealing paste layer (9).
8. The prefabricated roofing connection structure according to claim 7, wherein: the end part of the exhaust pipe (31) is arranged in a protruding mode relative to the prefabricated roof board (1), and the water retaining cap (311) is sleeved outside the exhaust pipe (31) and connected with threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321544480.9U CN220247402U (en) | 2023-06-16 | 2023-06-16 | Connection structure of prefabricated roofing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321544480.9U CN220247402U (en) | 2023-06-16 | 2023-06-16 | Connection structure of prefabricated roofing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220247402U true CN220247402U (en) | 2023-12-26 |
Family
ID=89270922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321544480.9U Active CN220247402U (en) | 2023-06-16 | 2023-06-16 | Connection structure of prefabricated roofing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220247402U (en) |
-
2023
- 2023-06-16 CN CN202321544480.9U patent/CN220247402U/en active Active
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