CN211899185U - Prefabricated eaves pitched roof and prefabricated wall body connected node - Google Patents
Prefabricated eaves pitched roof and prefabricated wall body connected node Download PDFInfo
- Publication number
- CN211899185U CN211899185U CN202020359320.7U CN202020359320U CN211899185U CN 211899185 U CN211899185 U CN 211899185U CN 202020359320 U CN202020359320 U CN 202020359320U CN 211899185 U CN211899185 U CN 211899185U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- prefabricated
- roof
- wall body
- pitched roof
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model provides a prefabricated cornice pitched roof and prefabricated wall body connected node, cornice pitched roof wallboard slant arranges, cornice pitched roof wallboard lower part bottom surface and vertical wall body rigid coupling, roof wallboard is the prefabricated wallboard according to the building design requirement, the position that roof wallboard and vertical wall body are connected is equipped with and reserves the joint bar hole, wallboard reinforcing bar normally arranges in reserving the joint bar hole; the lower surface of the roof wallboard is provided with a bolt hole for fixing and supporting; the upper surface of the roof wallboard is provided with at least three hanging rings; vertical reinforcing steel bars are arranged at the top of the vertical wall body, the vertical reinforcing steel bars are arranged to correspond to the reserved inserted bar holes, and the reserved inserted bar holes are filled with grouting materials. The structure realizes that the roof slab is prefabricated, saves the construction speed of the existing block, is convenient to be connected with the wall body, and has stable nodes.
Description
Technical Field
The utility model belongs to building engineering's construction method, especially a prefabricated eaves pitched roof and prefabricated wall connection node.
Background
At present, prefabricated wall assembled buildings are increasingly applied to modern building engineering due to the characteristics of high construction speed and high construction safety. The building mode is energy-saving and environment-friendly, is accepted by people, and is more and more appeared in the life of people. Because the pitched roof has a slope, the pitched roof with the eave is a cast-in-place structure generally, if the building model is the pitched roof with the eave, the engineering with larger roof area in construction has larger potential safety hazard in the top operation, and simultaneously, the formwork erecting procedure of the pitched roof with the eave is more complicated, and the construction efficiency is lower.
Disclosure of Invention
The utility model discloses a cast-in-place oblique roof that cornices the problem that the construction degree of difficulty is big, inefficiency among the solution prior art.
The utility model aims at providing a can be with the scheme of prefabricated pitched roof wallboard and wall body installation.
In order to achieve the purpose of the invention, the utility model provides the following technical scheme:
a prefabricated cornice pitched roof and prefabricated wall body connecting joint, cornice pitched roof wallboard is obliquely arranged, the bottom surface of the lower part of the cornice pitched roof wallboard is fixedly connected with a vertical wall body, the roof wallboard is a prefabricated wallboard according to the design requirement of a building, a reserved joint bar hole is arranged at the connecting position of the roof wallboard and the vertical wall body, and the wallboard steel bars in the reserved joint bar hole are normally arranged; the lower surface of the roof wallboard is provided with a bolt hole for fixing and supporting; the upper surface of the roof wallboard is provided with at least three hanging rings; vertical reinforcing steel bars are arranged at the top of the vertical wall body, the vertical reinforcing steel bars are arranged to correspond to the reserved inserted bar holes, and the reserved inserted bar holes are filled with grouting materials.
The structure realizes that the roof slab is prefabricated, saves the construction speed of the existing block, is convenient to be connected with the wall body, and has stable nodes.
The reserved dowel holes are circular or square.
The top of the wall body is provided with a groove extending along the length direction of the wall body, and the section of the groove is square or triangular. The structure can communicate all the dowel holes to form an integrated cast-in-place area.
The fixed support comprises an upper inclined support and a lower inclined support, one end of the upper inclined support is fixed at the position of a bolt hole of a roof wallboard, and the other end of the upper inclined support is fixed with the vertical wall; one end of the lower inclined support is fixed on the lower part of the vertical wall body, and the other end of the lower inclined support is supported on the ground. The support protection of design in the structure reduces under personnel's the structure operation, high altitude construction, and the security is high.
Drawings
FIG. 1 is a schematic view of a joint between a prefabricated inclined roof and a wall.
FIG. 2 is a single diagram of a prefabricated sloping roof;
FIG. 3 is a view showing a deformed shape of a tendon insertion hole;
FIG. 4 is a schematic view (section) of a cast-in-place area of a connecting node of a roof and a wall;
fig. 5 is a schematic view (front) of a cast-in-place area of a connecting node of a roof and a wall.
In the figure: the wall structure comprises a vertical wall body 1, a joint rib 1-1, an eave sloping roof wallboard 2, a joint rib hole 2-1, a bolt hole 2-2, a hanging ring 2-3, a lower sloping support 3, an upper sloping support 4, a cast-in-place area 5 and a groove 6.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings and examples. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1 to 2, the connection node of the prefabricated eave pitched roof and the prefabricated wall provided by the invention is formed by obliquely arranging eave pitched roof wallboards 2 according to the building design, and fixedly connecting the bottom surfaces of the lower parts of the eave pitched roof wallboards 2 with a vertical wall 1.
The cornice pitched roof wallboard 2 (referred to as roof wallboard for short) is a prefabricated wallboard according to the design requirement of a building, and the structure is prefabricated and maintained in a factory. Reserved joint bar holes 2-1 are arranged at the connecting positions of the cornice pitched roof wallboard 2 and the vertical wall body 1, and wallboard steel bars in the reserved joint bar holes 2-1 are normally arranged and are only of a lacking concrete structure. In this example, the reserved dowel holes 2-1 are circular holes with a diameter of 15cm, but may be made in other shapes, such as square holes, or in the shape shown in fig. 3. The distance between the reserved dowel holes 2-1 is about 1500-2000 mm.
As shown in fig. 2 and 3, bolt holes 2-2 for fixing the inclined supports are formed in the lower surfaces of the roof wall boards, and the stud holes 2-2 can be holes reserved through a mold when the wall body is prefabricated or drilled in the wall body.
The upper surface of the roof wallboard is provided with at least three lifting points, and the embodiment provided by the invention adopts four lifting points which are respectively two at the upper part and two at the lower part of the inclined wallboard. The hoisting point is a hoisting ring 2-3 pre-buried in the roof wallboard. The lifting points are matched to adjust the inclination of the roof wallboard, and the wall body is aligned and installed.
The top of the vertical wall body 1 is provided with vertical steel bars 1-1, and vertical dowel bars 1-1 are arranged corresponding to the reserved dowel holes 2-1. The vertical dowel bar 1-1 is not limited to one shown in the figure, and more vertical dowel bars can be arranged. After the roof wallboard 2 is connected with the vertical wall body 2, the vertical joint bar 1-1 can be welded with the roof wallboard reinforcing steel bar.
And the reserved dowel holes 2-1 are filled with grouting materials. After the concrete grouting material reaches the required strength, the positions of the steel bar connection are integrally fixed. A plurality of spaced apart cast-in-place regions 5 are formed in the structure.
Further, as shown in fig. 4 and 5, a groove 6 extending along the length direction of the wall body is arranged at the top of the wall body, and the cross section of the groove 6 can be square or triangular. The structure can communicate all the dowel holes to form an integrated cast-in-place area 5.
The invention also discloses detailed construction steps of the general structure, and a construction method of the connection node of the eave pitched roof and the prefabricated wall, which comprises the following steps:
1) when the cornice pitched roof wallboard 2 is prefabricated, a plurality of hole dies are arranged at the wall body connecting position to reserve the dowel holes 2-1, the upper part and the lower part of the upper surface of the wallboard are respectively embedded with the hanging rings 2-3 in advance, and the lower surface of the wallboard is provided with the bolt holes 2-2 for fixing the pitched supports.
2) When the wall body is prefabricated, vertical dowel bars 1-1 are pre-embedded at the top of the wall body according to the distance between concrete preformed holes 2-1 on the eave pitched roof wallboard, and bolt holes for fixing pitched supports are arranged at the upper part and the lower part of the inner side surface of the vertical wall body 1.
3) And (3) installing the prefabricated wall in place, fixing the lower inclined support 3, wherein one end of the lower inclined support 3 is fixed at the lower part of the wall, and the other end of the lower inclined support is supported on the ground.
4) The lifting appliance lifts the cornice pitched roof wallboard 2, and the roof wallboard is adjusted to be close to the inclination angle of installation by adjusting lifting ropes of each lifting point.
5) And correcting the positions of the dowel hole 2-1 and the vertical dowel 1-1, and dropping the roof wallboard to ensure that the dowel 1-1 is just inserted into the dowel hole 2-1.
6) The mounting angle of the eave pitched roof wallboard 2 is finely adjusted, the upper part pitched support 4 is fixed, one end of the upper part pitched support 4 is fixed with the roof wallboard, and the other end of the upper part pitched support is fixed with the vertical wall.
7) And grouting the joints of the wall body and the roof wallboard, and dismantling the inclined supports after the structural connection strength meets the standard requirement.
Adopt the utility model discloses a connected node structure carries out roof wallboard and wall body overlap joint on the scene, less cast-in-place position, and construction speed is fast, and each structure contact adopts to support the protection in this construction, reduces operation, high altitude construction under personnel's the structure, and the security is high.
Claims (4)
1. The utility model provides a prefabricated cornice pitched roof and prefabricated wall connection node, cornice pitched roof wallboard slant is arranged, cornice pitched roof wallboard lower part bottom surface and vertical wall rigid coupling, characterized by: the roof wallboard is a prefabricated wallboard according to the design requirement of a building, reserved dowel holes are formed in the positions where the roof wallboard is connected with the vertical wall, and wallboard steel bars in the reserved dowel holes are normally arranged; the lower surface of the roof wallboard is provided with a bolt hole for fixing and supporting; the upper surface of the roof wallboard is provided with at least three hanging rings; vertical reinforcing steel bars are arranged at the top of the vertical wall body, the vertical reinforcing steel bars are arranged to correspond to the reserved inserted bar holes, and the reserved inserted bar holes are filled with grouting materials.
2. The prefabricated eave pitched roof and prefabricated wall body connecting joint as claimed in claim 1, which is characterized in that: the reserved dowel holes are circular or square.
3. The prefabricated eave pitched roof and prefabricated wall body connecting joint as claimed in claim 1, which is characterized in that: the top of the wall body is provided with a groove extending along the length direction of the wall body, and the section of the groove is square or triangular.
4. The prefabricated eave pitched roof and prefabricated wall body connecting joint as claimed in claim 1, which is characterized in that: the fixed support comprises an upper inclined support and a lower inclined support, one end of the upper inclined support is fixed at the position of a bolt hole of a roof wallboard, and the other end of the upper inclined support is fixed with the vertical wall; one end of the lower inclined support is fixed on the lower part of the vertical wall body, and the other end of the lower inclined support is supported on the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020359320.7U CN211899185U (en) | 2020-03-20 | 2020-03-20 | Prefabricated eaves pitched roof and prefabricated wall body connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020359320.7U CN211899185U (en) | 2020-03-20 | 2020-03-20 | Prefabricated eaves pitched roof and prefabricated wall body connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211899185U true CN211899185U (en) | 2020-11-10 |
Family
ID=73268318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020359320.7U Active CN211899185U (en) | 2020-03-20 | 2020-03-20 | Prefabricated eaves pitched roof and prefabricated wall body connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211899185U (en) |
-
2020
- 2020-03-20 CN CN202020359320.7U patent/CN211899185U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201217898Y (en) | Concrete prefabricated stairs | |
| CN103374986B (en) | A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof | |
| CN110792164B (en) | Transverse assembling device and method for assembled shear wall | |
| CN201288328Y (en) | Fixed foundation for beam and plate integrated prefabricated split mounting type tower crane | |
| CN213572429U (en) | Waterproof connection structure of prefabricated outer wall | |
| CN209194697U (en) | A kind of prefabricated balcony of assembled architecture | |
| CN211899185U (en) | Prefabricated eaves pitched roof and prefabricated wall body connected node | |
| CN206769200U (en) | First wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN112302220A (en) | Construction method for combining external decoration clean water brick curtain wall with hanging and building | |
| CN111236416A (en) | Prefabricated reinforced concrete structure house and installation method thereof | |
| KR200388758Y1 (en) | fixing anchor structure for tower crane | |
| CN101906870A (en) | Suspended scaffolding | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN109208785B (en) | Assembled superposed structure system | |
| CN111424921A (en) | Construction method for rear hole opening of top air duct of prefabricated rail of subway station | |
| CN104005476B (en) | Be easy to fabrication and installation precast frame system and construction method | |
| CN111321835A (en) | Prefabricated eave pitched roof and prefabricated wall connecting joint and construction method thereof | |
| CN206769199U (en) | After wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN212376009U (en) | Prefabricated assembled reinforced concrete structure house | |
| CN215484618U (en) | A pour template structure for assembled shear force wall and post | |
| CN212506344U (en) | Foundation ditch top assembled breakwater wall structure | |
| CN210421398U (en) | Assembled house system | |
| CN111733840A (en) | Foundation pit top assembled type water retaining wall structure and construction method thereof | |
| CN219622138U (en) | Prefabricated stairway | |
| CN214614810U (en) | Novel assembled combination side fascia |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |