CN211229646U - Prefabricated assembled high-rise dwelling cylinder formwork multi-ribbed prestressed floor structure system - Google Patents

Abstract

The utility model relates to a prefabricated assembled high residential building barrel mould shell close rib prestressing force floor structure system, characterized by: the structure comprises a vertical cylinder structure, a horizontal floor structure and a structure connecting node, wherein the structure connecting node comprises a structure connecting point and a building structure node, and the vertical cylinder structure is connected with the horizontal floor structure through the structure connecting node to form a high-rise residential building integral structure. Has the advantages that: the utility model adopts the structure system of the barrel formwork ribbed floor slab, which can improve the variety abundance of the prefabricated components, prolong the industrial chain of the prefabricated component products and improve the production efficiency of the prefabricated high-rise housing industry; the utility model discloses can reduce the quantity of the reinforced concrete shear force wall in the building to the multiple demand in functional room has created the condition in for the unit, makes the user arrange in a flexible way according to self needs and uses the room under the prerequisite of not destroying or changing structural component.

Description

Prefabricated assembled high-rise dwelling cylinder formwork multi-ribbed prestressed floor structure system

Technical Field

The utility model belongs to the building especially relates to a close ribbed floor structure system of prefabricated assembled high residential building barrel mould shell.

Background

At present, most of structural systems of prefabricated high-rise houses are assembled integral shear wall structures. Shear wall structures are adopted in high-rise houses, frame structures are adopted in low-rise and multi-rise public buildings, and combined structures of frames and shear walls are adopted in office buildings, hotels and houses with high building heights. The prefabricated components are generally in a single piece, and include prefabricated external wall panels, prefabricated internal wall panels, superposed beams, superposed floor slabs, prefabricated stairs, prefabricated air-conditioning panels and the like. The joint connection mode mainly comprises sleeve grouting connection and slurry anchor lap joint connection. The disadvantages are as follows: the assembly rate is low, the energy production and the yield of a prefabricated part factory are contradictory, the development of the prefabricated building is greatly limited by improving the assembly rate by only using a single prefabricated part, the cost is high, and the construction efficiency and convenience brought by building industrialization cannot be realized; in addition, the required quantity and types of the components limit the production efficiency of the prefabricated part factory, so that the contradiction of the energy production and the yield of the prefabricated part factory is caused; the integration level of the technical system is low, and the design and construction efficiency is difficult to improve. At present, the technical system of the prefabricated high-rise residential building in China is equal to the traditional cast-in-place construction mode in the aspects of design and construction, the building design, the structural design and the construction are disjointed, the structure cannot be considered when the building design is carried out initially, and the complete top-level planning is lacked, so that the integration level of the technical system is low, and the design and construction efficiency is difficult to improve. Particularly, the demand of people for variable space inside the living unit cannot be met. Once the high-rise dwelling house built by the current structural system is delivered and used, the form of the used space is fixed, the transformation is difficult, the high-rise dwelling house is difficult to flexibly adapt to the requirements of residents for the using function of the dwelling house in different periods in the whole building life cycle, and the contradiction between the increasingly changed space using requirements of people and the fixed dwelling house space form exists. In order to meet the needs of rapid urbanization progress and structural reform of the supply side, researches on conversion of simple components to high integration are urgently needed, technical progress and efficiency improvement of the prefabricated assembly type industry of buildings are improved, and brand-new prefabricated assembly type design and construction are adopted to build high-rise residences.

SUMMERY OF THE UTILITY MODEL

The utility model aims to overcome the defects of the technology and provide a prefabricated assembled high-rise dwelling cylinder mould shell multi-ribbed floor structure system, which can participate the mould shell multi-ribbed floor structure in a cast-in-place shear wall structure in a high-rise dwelling in a prefabricated component form, and the mould shell multi-ribbed floor structure is combined with the cylinder structure, so that the arrangement of indoor shear walls can be reduced, and the indoor space can be freely adjusted according to different requirements in the whole life cycle of a building; when the design of plane and space functions is carried out, the components formed by the space are taken as main structure subsystems, so that the unification of building structures and functions is achieved.

The utility model discloses a realize above-mentioned purpose, adopt following technical scheme: the utility model provides a prefabricated assembled high residential building barrel mould shell close rib prestressing force floor structure system, characterized by: the structure comprises a vertical cylinder structure, a horizontal floor structure and a structure connecting node, wherein the structure connecting node comprises a structure connecting point and a building structure node, and the vertical cylinder structure is connected with the horizontal floor structure through the structure connecting node to form a high-rise residential building integral structure.

The vertical cylinder structure comprises a wall system and a vertical cylinder, wherein the vertical cylinder comprises an indoor part and an outdoor part, the indoor part comprises a kitchen module, a toilet module, a storage room and a balcony module, and the outdoor part comprises a traffic core and an equipment tube well module.

The kitchen module and the toilet module are of a pentahedral cylinder structure enclosed by four walls and a floor slab.

The balcony module is formed by a shear wall and is in a semi-enclosed shaft structure.

The wall system is arranged at the positions of the house type outer wall and the household wall by adopting the prefabricated shear wall, and plays a role in enclosing and bearing vertical and horizontal loads.

The wall system comprises a hole-free outer wall, a high windowsill window hole outer wall, a low windowsill window hole outer wall, two window hole outer walls and a door hole outer wall.

The traffic core and equipment pipe well module comprises evacuation stairs, an elevator, an equipment pipe well, a front chamber and a public walkway.

The horizontal floor slab structure comprises a free space floor slab and a non-free space floor slab, the free space floor slab comprises a formwork multi-ribbed floor slab, a common cast-in-place floor slab and a common prefabricated floor slab, and the non-free space floor slab is a prefabricated or cast-in-place floor slab.

Has the advantages that: the utility model adopts the structure system of the barrel formwork ribbed floor slab, which can improve the variety abundance of the prefabricated components, prolong the industrial chain of the prefabricated component products, balance the productivity and the market demand and supply requirements, reduce the working strength of on-site manufacture and improve the production efficiency of the prefabricated high-rise housing industry; the prefabricated barrel module and the prefabricated formwork ribbed floor module have appropriate main body dimensions, high integration level and no difference between the manufacturing, transportation and installation of the prefabricated barrel module and the prefabricated formwork ribbed floor module and common prefabricated shear wall boards and floors, so that the assembly rate of the building is greatly improved, the field workload of connection between prefabricated components is reduced, the safety strength of the prefabricated building is enhanced, the pollution is reduced, the adaptation of the productivity and the yield of an enterprise is adjusted, and the production efficiency of the enterprise is improved.

The prefabricated high-rise dwelling building barrel formwork multi-rib prestressed floor structure system can reduce the number of reinforced concrete shear walls in a building, thereby creating conditions for various requirements of functional rooms in units and enabling users to flexibly arrange and use rooms according to self requirements on the premise of not damaging (or changing) structural components. Meanwhile, the structural system realizes green environmental protection by reducing the using amount of the reinforced concrete due to the irretrievable property of the reinforced concrete.

Drawings

FIG. 1 is a block diagram of the architecture of the present invention;

FIG. 1-1 is a schematic structural view of a shear exterior wall location;

FIGS. 1-2 are schematic structural views of a cylinder part of a newly built high-rise building;

FIG. 2 is a schematic diagram of a vertical wellbore configuration;

FIG. 3-1 is a schematic view of a free space floor structure system;

FIG. 3-2 is a schematic view of a non-free space floor structure system;

FIG. 4 is a schematic view of a formwork ribbed floor structure;

FIG. 5-1 is a schematic view of a connection joint between floor slabs;

FIG. 5-2 is a schematic view of a connection node between a formwork ribbed floor slab and a conventional cast-in-place floor slab;

FIG. 5-3 is a schematic view of a joint between a formwork ribbed floor and a toilet (kitchen) floor;

5-4, T-shaped connection node schematic diagrams of the shear wall and the shear wall;

5-5, L-shaped connection node schematic diagrams of the shear wall and the shear wall;

5-6 are schematic views of the connection node between the shear wall outer wall and the shear wall cylinder;

FIGS. 5-7 are schematic views of a connection node between a shear wall and a formwork ribbed floor slab;

FIGS. 5-8 are schematic views of a shear inner wall to floor connection joint;

FIG. 6 is a schematic view of a shear wall arrangement of a current prefabricated high-rise dwelling;

FIG. 7-1 is a schematic of the free space during the newcastle;

FIG. 7-2 is a schematic of free space during a child's period;

FIG. 7-3 is a schematic of the free space during the girl period;

FIGS. 7-4 are free space illustrations of an aging period;

fig. 8-1 is a schematic view of a general evacuation stair structure;

fig. 8-2 is a schematic view of a scissor ladder configuration.

In the figure: 1. the prefabricated wall slab comprises a formwork ribbed floor slab, 2, a wide flat beam, 3, plate bars (pre-throwing bars) of the formwork ribbed floor slab, 4, connecting beam bars 5, connecting beam stirrups, 6, elevation of a building finish surface, 7, formwork ribbed floor slab stirrups, 8, main bars of the formwork ribbed beam, 9, rib beam reinforcements, 10, reserved reinforcements of a common prefabricated floor slab, 11, connecting and reinforcing bars of the formwork ribbed floor slab and a barrel (wall plate), 12, connecting and reinforcing bars of the floor slab and the barrel (wall plate), post-cast reinforced concrete, 13, reinforcing bars of an upper barrel (wall plate) and a lower barrel (wall plate), 14, reinforcing bars of a bathroom (kitchen) floor slab, 15, reinforcing bars of the bathroom (kitchen and balcony) barrel (wall plate), 16, an inner wall of a shear wall, 17, an outer wall of the shear wall, 18, post-cast steel bars and a reinforced concrete hidden column, 19, a steel plate embedded part, a 10-thickness steel plate embedded part, 20 and an extruded plate (B1), 21. prefabricated reinforced concrete external wall panel and arrangement of reinforcement, 22, 10 thick galvanized steel sheet, 23, prefabricated barrel arrangement of reinforcement, 24, post-cast strip department of reinforcement, 25, post-cast high-grade concrete, 26, prefabricated external reinforced concrete wallboard arrangement of reinforcement, 27, prefabricated formwork ribbed floor, prefabricated floor and barrel (wallboard) junction arrangement of reinforcement, 28, lower floor and upper barrel (wallboard) junction arrangement of reinforcement, 29, wallboard, 30, galvanized steel sheet drip, 31, rock wool board heat preservation (A level), 32, lower floor and upper floor and floor junction arrangement of reinforcement, 33, ordinary floor is connected with barrel (wallboard) and arrangement of reinforcement.

a. The system comprises a formwork floor application area, a common prefabricated floor, a cast-in-place floor, a barrel prefabricated floor, a leisure space, a rest space, a working space, a kitchen module, a toilet module, a balcony module, a traffic core module and a pipe well module.

Detailed Description

The following detailed description of the preferred embodiments is provided for the purpose of illustrating the invention.

See attached 1 in detail, the utility model provides a close ribbed floor structure system of prefabricated assembled high-rise residential barrel mould shell, including vertical tube structure (part shear force wall), horizontal floor structure and construction connected node, construction connected node includes structural connection point and building structure node, vertical tube structure passes through construction connected node and horizontal floor structural connection and constitutes high-rise residential building overall structure jointly. The vertical cylinder structure comprises a wall system and a vertical cylinder, wherein the vertical cylinder comprises an indoor part and an outdoor part, the indoor part comprises a kitchen module h, a toilet module i and a balcony module g, and the outdoor part comprises a traffic core and an equipment tube well module k. The kitchen and toilet modules are formed by surrounding four walls and floors into a pentahedron. The balcony module is formed by a shear wall and is in a semi-enclosed shaft structure. The wall system is arranged at the positions of the house type outer wall and the household wall by adopting the prefabricated shear wall, and plays a role in enclosing and bearing vertical and horizontal loads. The wall system comprises a hole-free outer wall, a high windowsill window hole outer wall, a low windowsill window hole outer wall, two window hole outer walls and a door hole outer wall. The traffic core and equipment pipe well module comprises evacuation stairs, an elevator, an equipment pipe well, a front chamber and a public walkway. The horizontal structure comprises a free space floor slab and a non-free space floor slab, the free space floor slab comprises a formwork multi-ribbed floor slab, a common cast-in-place floor slab and a common prefabricated floor slab, and the non-free space floor slab is a prefabricated floor slab and a cast-in-place floor slab. The construction connection nodes include structural connection points and building construction nodes. It should be noted that: prefabricated structure spare and vertical tube structure, horizontal structure and structure connected node's construction method all adopt publicly known conventional technology to be under construction, need not be repeated here.

Examples

The prefabricated high-rise building cylinder formwork ribbed floor slab structure system comprises three parts, namely a vertical structure form, a horizontal structure form and a structure node connection part. The vertical structure comprises a shear outer wall part and a shaft formed by functional spaces such as a kitchen, a toilet, a balcony, a traffic core, a pipe well and the like. The horizontal structure mainly refers to a floor structure system, which comprises a prefabricated formwork ribbed floor, a common cast-in-place floor (beam) and a common prefabricated floor. The vertical structure and the horizontal structure do not exist independently but interact, the two parts also need the assistance of the connecting nodes to jointly form an integral building structure, the structure safety and the good shock resistance are realized, the assembly rate is improved, and the adaptability change of the space is realized.

Fig. 1 shows a wall system constructed by using a cylindrical formwork ribbed floor structure system. When the prefabricated high-rise residential building barrel formwork ribbed floor slab structure system is applied, the arrangement position of the shear wall in the wall system is changed, and the arrangement condition of the currently selected house type bearing wall can be seen in fig. 6. According to the original condition of the selected house type, original shear walls in the house type are removed, peripheral shear walls and shear walls between the house types are reserved, and the position of a door and window opening of an outer wall is reserved. When the wall system is disassembled, the principle of few specifications and multiple combinations is used.

Fig. 2 shows a vertical shaft plan. The vertical shaft in the vertical structure mainly comprises a kitchen module h, a toilet module i, a balcony module g, a traffic core and various tube well modules k. Due to the structural support effect of each module, a symmetrical, dispersed and balanced arrangement principle is adopted to meet the requirement of earthquake resistance when position design is carried out.

The attached figure 3-1 is a horizontal structure form, a prefabricated shuttering multi-ribbed floor slab 1, a common cast-in-situ floor slab and a common prefabricated floor slab b are applied in a free space, and a floor slab with a non-free space is a floor slab integrally prefabricated by cylinders. The shuttering multi-ribbed floor slab is applied in free space, has small rib distance and high rib height, can improve the integral rigidity of the building and enhance the integrity in the aspect of structural safety, and has small deformation and good earthquake resistance. In the aspect of space design, large indoor space can be realized, and the utilization rate of the indoor space is effectively improved. Because the advantages of the shuttering ribbed floor slab can be highlighted only on a larger span, in a complex residential plane, the advantages and disadvantages are balanced, the floor slab form is reasonably selected, the shuttering ribbed floor slab is applied in a proper space, and a common cast-in-place floor slab (beam) is used in a region with a smaller area or a region with an irregular shape, so that the design is more economic and reasonable. Ordinary prefabricated floor uses in the traffic area in non-structural balcony region and traffic core, and this regional space shape is comparatively regular, and does not need the variability in space, consequently, adopts the prefabricated floor of mill can satisfy structure and operation requirement and can effectively avoid environmental pollution, greatly improves production, construction efficiency.

In FIG. 3, the formwork floor slab application area a is shown as a formwork floor slab which is generally rectangular and has a moderate length-width ratio; the common prefabricated floor slab b is applied to a traffic part among the house type units; the cast-in-place floor slab c in the indoor free space can not exert the advantages of the formwork floor slab due to the small area, and the common cast-in-place floor slab is adopted to exert the respective advantages by matching with the use of the formwork ribbed floor slab, so that the overall structure arrangement is economic and reasonable, and the space is variable.

Fig. 3-2 shows a floor slab with non-free space as each barrel module, which is prefabricated integrally with a vertical shaft, is prefabricated in a factory according to the sizes of a toilet, a kitchen, a balcony and a traffic core, is made into a prefabricated floor slab d of a barrel, and is hoisted on site.

Traffic core module-evacuation stairs. The net width of the staircase is determined by the net width of the stair sections and the stairwell or partition wall between the stair sections, and the depth of the staircase is determined by the number of the stair sections, the width of the stair sections and the width of the platform.

Figure 8-1 is a common evacuation stair, and figure 8-2 is a scissor ladder. When the barrel structure is formed, the traffic box can be decomposed into a plurality of barrels according to the principle of simple division and integration of the barrel as much as possible.

Applications of construction node connections include structural connection nodes and building construction nodes. The structural connection nodes are mainly embodied between floor slabs, between shear walls and between the shear walls and the floor slabs. The structural connection nodes adopt wet connection, dry connection and mixed connection. The wet connection adopts sleeve grouting connection, reserved steel bar binding and constraint slurry anchor connection, wherein the sleeve grouting connection comprises a full grouting sleeve and a half grouting sleeve; the connection of the restraint grout anchor adopts the lap joint of the spiral stirrup grout anchor and the lap joint of the corrugated pipe grout anchor. The dry connection is bolted or welded. The mixed connection adopts mortise and tenon joint type connection, and comprises welding and on-site pouring after binding of reserved steel bars, and the mortise and tenon joint type connection mode combines the binding connection of the reserved steel bars in wet connection and the welding connection in dry connection. The connection strength between the structures is enhanced by increasing the contact area through staggered occlusion, and the purpose of strong nodes is realized.

Referring to fig. 5-7 in detail, the building construction nodes are mainly used for connection of insulation, fire prevention and waterproof structures.

Heat preservation and fire prevention: common heat insulating materials (A-grade rock wool heat insulating board 31 separation and B1-grade extruded polystyrene board 20 enclosure) are adopted.

Waterproofing: because the prefabricated external walls are connected in a cast-in-place mode, cavities and dripping are not formed between the plates, and the two galvanized steel plates 22 arranged at the position of the A-level rock wool heat preservation belt 31 are used as mantle water, the structural connection integrity among the structural support wall, the cylinder and the floor slab is ensured, and the safety is ensured.

When the prefabricated high-rise residential building barrel formwork ribbed floor slab structure system is applied, the arrangement position of the shear wall in the wall system is changed, and the arrangement condition of the currently selected house type bearing wall can be seen in fig. 6. According to the original condition of the selected house type, original shear walls in the house type are removed, peripheral shear walls and shear walls between the house types are reserved, and the position of a door and window opening of an outer wall is reserved. When the wall system is disassembled, the principle of few specifications and multiple combinations is taken, for example, fig. 1-1 shows the condition of the wall system constructed by applying the tube formwork multi-ribbed prestressed floor slab structure system.

As in figure 2 for a vertical wellbore plan. The vertical shaft in the vertical structure mainly comprises a kitchen module h, a toilet module i, a balcony module g, a traffic core and various tube well modules k. Due to the structural support effect of each module, a symmetrical, dispersed and balanced arrangement principle is adopted to meet the requirement of earthquake resistance when position design is carried out.

1. Connection between floors

Referring to fig. 5-1 in detail, the horizontal structure includes three types of floorslab of shuttering multi-ribbed floorslab, common prefabricated floorslab and common cast-in-situ floorslab. The shuttering ribbed floors are connected by cast-in-situ wide flat beam 2 and the connection mode of binding the reserved steel bars in wet connection. The slab rib 3 of the formwork ribbed floor slab is thrown out and is used for being cast-in-situ after being bound with the connecting beam steel bar 5, and the rib beam steel bar 9 of the formwork ribbed floor slab is reserved for being cast-in-situ after the formwork ribbed floor slab beam stirrup 7, the formwork ribbed beam main bar 8, the connecting beam steel bar 4 and the connecting beam stirrup 5 are bound. The elevation 6 of the building finish surface refers to the elevation of the building finish surface after the construction of the building decorative surface layer is finished.

In addition, the connection of the formwork ribbed floor slab with other floor slabs is also included in the connection type of the floor slab and the floor slab. Fig. 5-2 shows a schematic view of a connection node between a formwork ribbed floor slab and a common cast-in-place floor slab, which is also suitable for connection between the formwork ribbed floor slab and a common prefabricated floor slab. The slab rib 3 of the formwork ribbed floor is thrown out for binding with the connecting beam steel bar, the reserved steel bar 10 of the common cast-in-place floor or the common precast floor is thrown out and bound with the connecting beam steel bar, and concrete is poured at the connecting part for connecting the two parts.

The toilet space needs to be subjected to plate lowering treatment on a floor slab for the purposes of facilitating equipment installation, facilitating drainage and realizing dry-wet separation, the connection node is relatively special, and the connection node is shown in fig. 5-3. Although the node belongs to a wet connection mode, the node can embody the characteristics of staggered occlusion of mortise and tenon type connection nodes and the like. The node is the connection between the formwork ribbed floor and the upper and lower shear wall cylinders and the floor integrally prefabricated with the cylinders. The three parts are respectively reserved with steel bars, a formwork ribbed floor slab and a barrel (wall plate) are connected and reinforced with 11, an upper barrel (wall plate) and a lower barrel (wall plate) are reinforced with 13, a toilet (kitchen, balcony) barrel (wall plate) is reinforced with 15, a toilet (kitchen) floor slab is reinforced with 14, and the barrel (peripheral wall plate) can be integrally prefabricated, a wet connection mode is adopted at the joint, a post-cast floor slab, the barrel (wall plate) is connected with the reserved steel bars and post-cast reinforced concrete 12 for connection, wherein the toilet floor slab needs to be subjected to plate descending treatment, and the height difference exists between the building finished surface of the toilet and the finished surface of other space buildings.

2. Connection between prefabricated shear wall and shear wall

The connection between prefabricated shear force wall and the shear force wall belongs to mixed connection, both includes the reservation reinforcement in the wet joint and includes the welding in the dry joint, through using china's tradition tenon fourth of the twelve earthly branches structure connection principle, increases area of contact and realizes the effect of strong node, and this connected mode not only uses the connection between wall and wall in addition, still includes being connected of shear force wall and barrel.

Fig. 5-4 are schematic diagrams of T-shaped connection nodes between the outer wall 17 and the inner wall 16 of the shear wall. When the shear outer walls are connected, firstly, a welding method in dry connection is adopted, a steel plate embedded part 19 with the full length of 10mm is embedded at a position 60mm close to the outdoor side, and anchoring is carried out through welding; when the shear outer wall and the shear inner wall are connected, a steel plate embedded part 19 which is 40mm wide and 10mm thick in overall length is reserved and is anchored by welding. And binding the three reserved steel bars by adopting wet connection, finally post-pouring concrete among the three to form post-pouring column inner steel bars and a reinforced concrete hidden column 18 for connection, and realizing the purpose of strong joint by adopting a novel dry and wet mixed tenon-and-mortise connection method.

Fig. 5-5 are schematic diagrams of L-shaped connection nodes between the outer wall of the shear wall and the outer wall of the shear wall. The characteristics of the novel dry and wet mixed tenon-and-mortise connection method can be embodied. After finishing the prefabricated reinforced concrete external wall panel and the reinforcing bars 21, firstly welding in dry connection, embedding a steel plate embedded part 19 with the full length of 10mm at a position 60mm close to the outdoor side, and anchoring by welding; and pre-burying a steel plate embedded part 19 with the full length of 10mm at the position of 40mm on the indoor side, and anchoring the galvanized steel plate 22 with the thickness of 10mm and an embedded part component by welding. And then binding the reserved steel bars of the two parts by adopting wet connection, and finally pouring concrete between the two parts for connection. Wherein the steel bars in the post-cast column and the reinforced concrete embedded column 18 are formed by the reserved steel bars and the post-cast concrete and are connected with each other, belonging to the second insurance.

Fig. 5-6 are schematic views of the connection node between the shear wall outer wall 17 and the shear wall cylinder. The purpose of strong nodes is realized by adopting a dry-wet mixed novel mortise-tenon joint method. After the prefabricated cylinder body is finished with the reinforcing bars 23 and the prefabricated external reinforcing steel bar reinforced concrete wall board is finished with the reinforcing bars 26, firstly, embedding a steel plate embedded part 19 with the full length of 10mm at a position 60mm close to the outdoor side, and anchoring by welding; in addition, the steel bars 24 and the high-grade reinforced concrete 25 at the post-cast strip are adopted to form the embedded columns for connection through the reserved steel bars, and a second insurance is formed.

In the aspect of building construction nodes, the shear outer wall is provided with an extruded polystyrene board 20 heat insulation layer, a B1-grade fireproof material is adopted, and the thickness of the heat insulation layer needs to be calculated according to actual requirements.

3. Connection between prefabricated shear wall and floor slab

Referring to fig. 5-7, the connection node between the precast shear wall and the floor slab, the connection node between the outer wall of the precast shear wall and the ribbed floor slab of the formwork, and the connection node between the inner wall of the precast shear wall and the floor slab will be described. When the formwork multi-ribbed floor slab is connected with a shear wall or a shear wall cylinder, reinforcing steel bars are reserved in the three parts, namely an upper layer cylinder (wall plate) and a lower layer cylinder (wall plate) reinforcing steel bar 13, a connecting part of the prefabricated formwork multi-ribbed floor slab, the prefabricated floor slab and the cylinder (wall plate) reinforcing steel bar 27 and a connecting part of the lower layer and the upper layer cylinder (wall plate) reinforcing steel bar 28 are reserved, and the connecting parts are connected in a wet connection reserved reinforcing steel bars binding and post-cast concrete connection mode. The rock wool panel insulation (class a) 31 and extruded polystyrene panel (class B1) 20 were nailed to the wallboard 29 leaving a drip 30 of galvanized steel. Different from general rigid connection, the contact area is increased by staggered engagement, and the traditional Chinese tenon-and-mortise structure principle is revealed.

Fig. 5-8 show the connection of the shear inner wall and the formwork ribbed floor slab and the ordinary floor slab, the four parts are respectively reserved with reinforcing steel bars, namely, the connection reinforcing steel bars 11 of the formwork ribbed floor slab and the cylinder (wall panel), the reinforcing steel bars 13 of the upper layer cylinder (wall panel) and the lower layer cylinder (wall panel), the reinforcing steel bars 32 of the joint of the lower layer cylinder (wall panel) and the upper layer and the floor slab, and the connection reinforcing steel bars 33 of the ordinary floor slab and the cylinder (wall panel), and the joints are connected by adopting a post-cast concrete connection mode in wet connection.

It should be noted that all the reserved steel bar grades and types and diameters need to be calculated and determined by a constructor, and the reserved length and binding of the steel bars are executed according to related construction and earthquake-resistant requirements. The connection of the above structure nodes, no matter wet connection or mixed connection is adopted, the mortise and tenon principle is embodied at the connection nodes, and the combination area is enlarged through staggered occlusion. Wherein, the contact site of hybrid connection adopts the welding anchor can effectively improve the wholeness and the structural strength of building.

Examples

Through market research, the number of residential units of one-stair two-apartment, two-stair four-apartment and one-stair six-apartment in the market is large, so that a mainstream unit house type of a certain famous property is selected, namely, one-stair two-apartment is used as a representative house type to perform application description of a prefabricated assembly type high-rise residential building barrel formwork dense rib prestressed floor structure combination form.

Take a ladder and two households as an example

1) The vertical structure is applied to a wall system,

detailed description is shown in the attached drawings 1-1, the arrangement condition of the shear wall in the wall system is shown;

2) the vertical structure is applied to a vertical shaft,

see fig. 2 for details of the vertical shaft arrangement. When the vertical shaft is designed, a symmetrical, dispersed and balanced arrangement principle is preferably adopted to build a stable stressed structure, and the arrangement without other shear walls in a room is realized by matching with a wall system.

3) Horizontal structural form application

See figure 3-1 for details of free space floor arrangement

See in detail fig. 3-2, non-free space floor arrangement

The shuttering ribbed floor slab, common cast-in-situ floor slab and common prefabricated floor slab are used in free space, and the floor slab with non-free space is prefabricated with barrels.

Applications of construction of nodal connections

1) Connection between floors

Detailed description is shown in figure 5-1, the connection of the dense rib plates of the shuttering

Detailed description of the drawings 5-2, the connecting node of the shuttering ribbed floor slab and other floor slabs

Referring to the attached drawings 5-3 in detail, the slab descending processing node of the formwork ribbed floor slab and the toilet barrel floor slab is connected 2) the connection between the prefabricated shear wall and the shear wall

Node connection of shear outer wall and cylinder

See the attached figures 5-4 in detail, the T-shaped shear wall node connection

See the attached figures 5-5 in detail, the L-shaped shear wall connecting node

3) Connection between prefabricated shear wall and floor slab

In detail, as shown in the attached figures 5-7, the shear force outer wall and the floor slab connecting node

See the attached figures 5-8 in detail, the connection node of the shear force inner wall and the floor slab

Variability of free space

See fig. 7-1 for details, free space schematic during the time of the maid;

see in detail fig. 7-2, a free space schematic of childhood;

see fig. 7-3 for details, schematic free space for the second childhood period;

see fig. 7-4 for details, the free space schematic of the elderly.

The characteristics of the utility model

1) Reasonable structure

The vertical and longitudinal supports of the prefabricated shear wall and the cylinder are provided, the horizontal and transverse participation of the formwork ribbed floor slab is provided, and the connection is realized through reasonable node design, so that the structure is scientific and reasonable, a good anti-seismic effect is realized, and the structure safety is ensured.

2) Effectively improve the assembly rate and the integration level

The four functional spaces are produced in a factory in a form of block by fixing the positions of the public area traffic core and the positions of the functional spaces of an indoor kitchen, a bathroom and a balcony, the integration level is improved, and the prefabrication and hoisting on the spot are realized, so that the assembly rate is greatly improved, and the contradiction between the productivity and the yield of a prefabricated component factory is effectively relieved.

3) Implementing variable spaces

Through the matching of the cylinder body and the shear wall in the public area and the unit room and the formwork ribbed floor slab, the variable free space can be realized, and the aim of the century residence in China is realized.

The high-rise dwelling house applying the prefabricated high-rise dwelling house barrel formwork multi-rib prestressed floor structure combination form has the characteristics that: the flat shape of the house type is regular, the free space modules are arranged in a centralized mode, and the non-free space modules are arranged in a scattered mode.

The above detailed description of the prefabricated high-rise building shell form ribbed floor structure system with reference to the embodiments is illustrative and not restrictive, and several embodiments can be cited within the scope of the present invention, so that changes and modifications without departing from the general inventive concept shall fall within the scope of the present invention.

Claims (8)

1. The utility model provides a prefabricated assembled high residential building barrel mould shell close rib prestressing force floor structure system, characterized by: the structure comprises a vertical cylinder structure, a horizontal floor structure and a structure connecting node, wherein the structure connecting node comprises a structure connecting point and a building structure node, and the vertical cylinder structure is connected with the horizontal floor structure through the structure connecting node to form a high-rise residential building integral structure.

2. The prefabricated assembled high-rise dwelling house cylinder formwork multi-ribbed prestressed floor structure system according to claim 1, characterized in that: the vertical cylinder structure comprises a wall system and a vertical cylinder, wherein the vertical cylinder comprises an indoor part and an outdoor part, the indoor part comprises a kitchen module, a toilet module, a storage room and a balcony module, and the outdoor part comprises a traffic core and an equipment tube well module.

3. The prefabricated high-rise dwelling house cylinder formwork multi-ribbed prestressed floor structure system according to claim 2, characterized in that: the kitchen module and the toilet module are of a pentahedral cylinder structure enclosed by four walls and a floor slab.

4. The prefabricated high-rise dwelling house cylinder formwork multi-ribbed prestressed floor structure system according to claim 2, characterized in that: the balcony module is formed by a shear wall and is in a semi-enclosed shaft structure.

5. The prefabricated high-rise dwelling house cylinder formwork multi-ribbed prestressed floor structure system according to claim 2, characterized in that: the wall system is arranged at the positions of the house type outer wall and the household wall by adopting the prefabricated shear wall, and plays a role in enclosing and bearing vertical and horizontal loads.

6. The prefabricated high-rise residential building shell form multi-ribbed prestressed floor structure system according to claim 2 or 3, characterized in that: the wall system comprises a hole-free outer wall, a high windowsill window hole outer wall, a low windowsill window hole outer wall, two window hole outer walls and a door hole outer wall.

7. The prefabricated high-rise dwelling house cylinder formwork multi-ribbed prestressed floor structure system according to claim 2, characterized in that: the traffic core and equipment pipe well module comprises evacuation stairs, an elevator, an equipment pipe well, a front chamber and a public walkway.

8. The prefabricated assembled high-rise dwelling house cylinder formwork multi-ribbed prestressed floor structure system according to claim 1, characterized in that: the horizontal floor slab structure comprises a free space floor slab and a non-free space floor slab, the free space floor slab comprises a formwork multi-ribbed floor slab, a common cast-in-place floor slab and a common prefabricated floor slab, and the non-free space floor slab is a prefabricated or cast-in-place floor slab.

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