CN115262916A - Floor structure, floor forming process and jacking device of building - Google Patents
Floor structure, floor forming process and jacking device of building Download PDFInfo
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- CN115262916A CN115262916A CN202210739525.1A CN202210739525A CN115262916A CN 115262916 A CN115262916 A CN 115262916A CN 202210739525 A CN202210739525 A CN 202210739525A CN 115262916 A CN115262916 A CN 115262916A
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- 238000000034 method Methods 0.000 title claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 81
- 230000035939 shock Effects 0.000 claims abstract description 65
- 238000010521 absorption reaction Methods 0.000 claims abstract description 40
- 238000013016 damping Methods 0.000 claims abstract description 20
- 239000000463 material Substances 0.000 claims abstract description 15
- 238000005192 partition Methods 0.000 claims abstract description 15
- 239000011159 matrix material Substances 0.000 claims abstract description 5
- 230000002093 peripheral effect Effects 0.000 claims abstract description 3
- 230000002787 reinforcement Effects 0.000 claims description 20
- 239000011324 bead Substances 0.000 claims description 9
- 238000007493 shaping process Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000758 substrate Substances 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 23
- 239000006096 absorbing agent Substances 0.000 description 4
- 230000007774 longterm Effects 0.000 description 4
- 239000011359 shock absorbing material Substances 0.000 description 4
- 238000005056 compaction Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000012856 packing Methods 0.000 description 3
- 230000001737 promoting effect Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 210000002615 epidermis Anatomy 0.000 description 1
- 229920001821 foam rubber Polymers 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
- B66C1/34—Crane hooks
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C5/00—Base supporting structures with legs
- B66C5/02—Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
- E04F15/20—Separately-laid insulating layers; Other additional insulating measures; Floating floors for sound insulation
- E04F15/203—Separately-laid layers for sound insulation
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/22—Resiliently-mounted floors, e.g. sprung floors
- E04F15/225—Shock absorber members therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
- E04F2290/04—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire
- E04F2290/041—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire against noise
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The application relates to a floor structure, a floor forming process and a jacking device thereof for a house, wherein the floor structure comprises a foundation layer, a sound insulation and shock absorption unit and a partition plate; the peripheral outer wall of the foundation layer is connected with the building main body; the sound insulation and shock absorption units are multiple and are arranged above the foundation layer in a matrix arrangement mode; the adjacent sound insulation and shock absorption units and the building main body are isolated by partition plates; the sound insulation and shock absorption unit comprises a sound insulation and shock absorption layer, an upper base layer and a filling pipeline; the sound insulation damping layer is filled between the upper base layer and the base layer; the filling pipeline is pre-arranged in the upper base layer and used for filling the sound insulation and shock absorption material required by the sound insulation and shock absorption layer between the upper base layer and the base layer. This application makes the room build the floor and has good shock attenuation syllable-dividing effect.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a building floor structure, a floor forming process and a jacking device thereof.
Background
With the increase of population and the development of economic construction and the planning requirement of newly-built urban buildings, because of the limited area of cities, cities are developed, and buildings are important problems to be solved, so that the housing difficulty of people is solved by building high-rise buildings, and with the construction of the high-rise buildings at present, concrete is basically poured into a mold until the concrete is plasticized to form a building main body, and the building main body is mainly composed of a frame and a floor structure.
At present, when a high-rise building is built, a frame and a floor are generally poured and formed layer by layer. Usually, in the process of pouring the main body, the frame and the reinforcement cage of the floor are connected and fixed, and then one-time pouring molding is performed, so that the floor and the building frame form a complete whole.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: above-mentioned through once only pouring the overall structure after the shaping with floor and frame in the shock attenuation sound insulation effect on floor relatively poor, consequently can directly influence downstairs resident family's rest.
Disclosure of Invention
In order to make the room build the floor and have good shock attenuation syllable-dividing effect, this application provides a floor structure, floor forming process and jacking device are built in room.
In a first aspect, the present application provides a floor structure is built in a room, which adopts the following technical scheme:
a floor structure for building comprises a foundation layer, sound insulation and shock absorption units and partition boards;
the peripheral outer wall of the foundation layer is connected with the building main body; the sound insulation and shock absorption units are multiple and are arranged above the foundation layer in a matrix arrangement mode;
the adjacent sound insulation and shock absorption units and the building main body are isolated by partition plates;
the sound insulation and shock absorption unit comprises a sound insulation and shock absorption layer, an upper base layer and a filling pipeline; the sound insulation damping layer is filled between the upper base layer and the base layer;
the filling pipeline is pre-arranged in the upper base layer and used for filling the sound insulation and shock absorption material required by the sound insulation and shock absorption layer between the upper base layer and the base layer.
Through adopting above-mentioned technical scheme, through setting up a plurality of shock attenuation units that give sound insulation, and the matrix arrangement is at the basal layer top, because the shock attenuation layer that gives sound insulation has good syllable-dividing shock attenuation effect, make the room build the floor and have good syllable-dividing shock attenuation effect, because the upper basic unit supports through the shock attenuation layer that gives sound insulation, in long-term practical process, when because the upper basic unit leads to the shock attenuation effect that gives sound insulation to the compaction of shock attenuation layer to give sound insulation to worsen, through upwards promoting the upper basic unit, make and form the space between upper basic unit and the basal layer, fill the space of injecting into formation between upper basic unit and the basal layer with the shock attenuation material that gives sound insulation through the filling pipe, make and still can keep good syllable-dividing shock attenuation effect between upper basic unit and the basal layer.
Optionally, the filling pipe is including being responsible for and a plurality of branch pipe, be responsible for and locate in the upper basic unit and one end communicate with each other with upper basic unit upper portion, and is a plurality of branch pipe evenly distributed in the upper basic unit, the one end of branch pipe with be responsible for the intercommunication, the other end communicates with each other with the upper basic unit bottom.
Through adopting above-mentioned technical scheme, when the shock-absorbing layer gives rise to the effect variation under the extrusion of last basic unit, will give sound insulation shock-absorbing material through being responsible for and pour into, a plurality of branch pipes of rethread and then go into to fill in the different region in last basic unit bottom, do useful down at a plurality of evenly distributed's branch pipe, when filling shock-absorbing material that gives sound insulation for it is more even to fill, makes last basic unit keep good equilibrium on the shock-absorbing layer that gives sound insulation.
Optionally, the basal layer top is equipped with the articulamentum, the articulamentum is equipped with the bead along week side a week, upper base bottom be equipped with articulamentum and bead matched with holding tank.
Through adopting above-mentioned technical scheme, through set up articulamentum and bead on the basic unit, after carrying out contour machining to floor structure, further improve the stability of being connected of upper base layer and basic unit.
Optionally, a plurality of support columns are arranged at the top of the base layer, the support columns penetrate through the upper base layer and the upper base layer in sliding connection, and the support columns are uniformly distributed along the top of the base layer.
Through adopting above-mentioned technical scheme, through setting up the support column on the basic unit, when filling sound insulation shock-absorbing material between upper epidermis and the basic unit, the accessible promotes to upper basic unit as the support point with the support column and accomplishes the work of packing for the promotion of upper basic unit is more convenient, and then improves the work efficiency of the work of packing.
Optionally, an anti-sticking film is paved on the contact surface of the sound insulation and shock absorption layer and the upper base layer.
Through adopting above-mentioned technical scheme, through setting up antiseized film, when pouring carrying out the shaping to the upper base layer, can further prevent that pouring material when the upper base layer is poured takes place to glue glutinous with the shock absorber layer that gives sound insulation, avoids influencing the packing of shock absorber material that gives sound insulation for when carrying out the lift to the upper base layer, the upper base layer of being convenient for breaks away from with the shock absorber layer that gives sound insulation, and then conveniently fills the shock absorber material that gives sound insulation.
In a second aspect, the present application provides a building floor forming process, which adopts the following technical scheme:
a house building floor forming process comprises the following steps:
s1: pouring a foundation layer, assembling a template and installing a reinforcement cage of the foundation layer, connecting and fixing the reinforcement cage of the foundation layer and the reinforcement cage of the building main body, and then integrally pouring and molding the foundation layer;
s2: installing a partition plate, and vertically installing and fixing the partition plate on the foundation layer;
s3: the installation shock attenuation unit that gives sound insulation will give sound insulation the buffer layer and lay on the basal layer surface to lay antiseized film at the shock attenuation layer surface that gives sound insulation, install the steel reinforcement cage of upper base layer again, and will pour the pipeline and fix on the steel reinforcement cage of upper base layer, then pour the shaping to the upper base layer.
By adopting the technical scheme, the foundation layer is poured firstly, so that the foundation layer and the building main body are connected into an integral structure, the strength and the stability of the floor structure are further ensured, and then the sound-insulation damping units are installed in a forming way, so that the foundation layer and the upper base layer are respectively formed and poured, the formed floor structure not only has good sound-insulation damping effect, but also is convenient for maintaining the bottom edge structure; after accomplishing the floor structure shaping, after long-term use, the effect of damping layer gives sound insulation can the variation, and then need regularly to fill syllable-dividing damping material between basal layer and the last basic unit, at first promote it after fixing last basic unit, with the damping material that gives sound insulation through filling the pipeline pour into between basal layer and the last basic unit, make its the sound insulation shock attenuation effect that can keep good always.
Optionally, when the connecting layer and the protruding edge are arranged on the top of the base layer and the sound-insulation damping unit is installed in S2, the sound-insulation damping layer is laid on the connecting layer and the side wall of the protruding edge.
Through adopting above-mentioned technical scheme, through all laying syllable-dividing buffer layer on articulamentum and bead, wholly keep apart upper base layer and basal layer completely through syllable-dividing buffer layer, can further improve floor structure's syllable-dividing shock attenuation effect.
Optionally, when the upper base layer is poured in S3, an embedded part is arranged in the upper base layer.
Through adopting above-mentioned technical scheme, through predetermineeing the built-in fitting in the shaping process of integrative pouring in last basic unit, when maintaining the floor structure, conveniently carry out fixed connection to the last basic unit through the built-in fitting, and then conveniently promote the work of filling of the shock-absorbing material that gives sound insulation to the last basic unit.
In a third aspect, the present application provides a jacking device, which adopts the following technical scheme:
the utility model provides a jacking device, includes a plurality of crossbeams, hydraulic leg and connecting piece, and is a plurality of the one end of crossbeam is connected as an organic wholely, hydraulic leg locates the other end of crossbeam, hydraulic leg can order about the crossbeam goes up and down, the connecting piece is located be used for being connected fixedly with the upper strata on the crossbeam.
Through adopting above-mentioned technical scheme, at the long-term in-process that uses of floor structure, because the extrusion of upper base layer leads to the effect variation when the noise damping layer, connect fixedly in upper base layer through the connecting piece, support the back through hydraulic leg, order about the crossbeam through hydraulic leg and promote, the crossbeam promotes and drives upper base layer through the connecting piece and promotes for the promotion of upper base layer is more convenient, improves the maintenance work efficiency to floor structure.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the floor structure has good sound insulation and shock absorption effects by arranging the base layer, the upper base layer, the sound insulation and shock absorption layer and the filling pipeline positioned in the upper base layer and isolating the upper base layer from the base layer through the sound insulation and shock absorption layer, and when the effect of the sound insulation and shock absorption layer is poor in the long-term use process, the sound insulation and shock absorption material can be filled and injected into a gap formed between the upper base layer and the base layer through the filling pipeline, so that the sound insulation and shock absorption effect can be still kept;
2. when the fake bottom plate is machined and formed, the base layer and the upper base layer are respectively formed and poured, so that the formed floor structure not only has good sound insulation and shock absorption effects, but also is convenient for maintaining the bottom edge structure, and the process is simple and easy to machine;
3. including a plurality of crossbeams, hydraulic leg and connecting piece through setting up the jacking device, order about the crossbeam through hydraulic leg and promote, the crossbeam promotes and drives the upper base layer through the connecting piece and promotes for the promotion of upper base layer is more convenient.
Drawings
Fig. 1 is a schematic structural view of a floor structure of a building according to an embodiment of the present application.
Fig. 2 is a perspective sectional view of a floor structure of a building according to an embodiment of the present application.
Fig. 3 is a schematic structural diagram of a jacking device mounted on a floor structure of a building in the embodiment of the application.
Fig. 4 is a schematic structural diagram of a jacking device according to an embodiment of the present application.
Reference numerals are as follows: 1. a base layer; 11. a connecting layer; 12. a rib; 13. a support pillar; 2. a sound insulation and shock absorption unit; 21. a sound insulation and shock absorption layer; 22. an upper base layer; 23. filling a pipeline; 231. a main pipe; 232. a branch pipe; 3. a partition plate; 4. embedding parts; 5. a cross beam; 6. a hydraulic leg; 7. a connecting member; 8. and (4) a sliding sleeve.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses floor structure is built in room. Referring to fig. 1 and 2, the floor structure for a building comprises a foundation layer 1, a sound-insulating and shock-absorbing unit 2, and a partition 3; outer wall and building subject connection around the foundation layer 1, install foundation layer 1 steel reinforcement cage in the foundation layer 1, the steel reinforcement cage of foundation layer 1 and building subject is tied up fixedly, and foundation layer 1 passes through the concrete placement shaping.
Referring to fig. 1 and 2, the number of the sound-insulating and shock-absorbing units 2 is multiple, the number of the sound-insulating and shock-absorbing units 2 may be two, three, four or five, the number of the sound-insulating and shock-absorbing units 2 is determined according to the area of the foundation layer 1, as long as the sound-insulating and shock-absorbing units 2 completely cover the top of the foundation layer 1, and the sound-insulating and shock-absorbing units 2 are installed above the foundation layer 1 in a matrix arrangement manner; the adjacent sound insulation and shock absorption units 2 and the building main body are isolated by the partition plates 3, and after the foundation layer 1 is poured and formed, the partition plates 3 are vertically fixed on the top of the foundation layer 1; the sound insulation and shock absorption unit 2 comprises a sound insulation and shock absorption layer 21, an upper base layer 22 and a filling pipeline 23; the sound insulation shock absorption layer 21 is filled between the upper base layer 22 and the base layer 1, and the sound insulation shock absorption layer 21 is formed by foam rubber particles; the contact surface upper berth of shock attenuation layer 21 and upper base 22 gives sound insulation is equipped with antiseized film, and antiseized film is plastic film, through laying antiseized film after, when pouring shaping upper base 22, can avoid concrete and 21 occurrences of shock attenuation layer that give sound insulation to glue.
Referring to fig. 1 and 2, in order to maintain the floor structure and maintain a good sound insulation and vibration absorption effect, when the upper base layer 22 is poured, a filling pipe 23 is poured into the upper base layer 22, and the filling pipe 23 is used for filling a sound insulation and vibration absorption material of the sound insulation and vibration absorption layer 21 between the upper base layer 22 and the base layer 1. Filling pipe 23 is including being responsible for 231 and a plurality of branch pipes 232, it buries underground in upper basic unit 22 and one end communicates with each other with upper basic unit 22 upper portion to be responsible for 231, a plurality of branch pipes 232 evenly distributed in upper basic unit 22, the one end of branch pipe 232 communicates with each other with being responsible for 231, the other end communicates with each other with upper basic unit 22 bottom, a plurality of branch pipes 232 and the communicating opening in upper basic unit 22 bottom are along upper basic unit 22 bottom evenly distributed, when leading to the damping effect that gives sound insulation to the compaction of damping layer 21 because upper basic unit 22, through upwards promoting upper basic unit 22, make and form the space between upper basic unit 22 and the basic unit 1, fill the space of injecting into between upper basic unit 22 and the basic unit 1 with damping material through filling pipe 23.
Referring to fig. 1 and 2, 1 top integrated into one piece of basic unit has a plurality of articulamentum 11, the quantity and the 2 one-to-one of syllable-dividing shock attenuation unit of articulamentum 11, the area of articulamentum 11 is less than the area of upper base 22, articulamentum 11 is along week side a week integrated into one piece bead 12, upper base 22 bottom has preset with articulamentum 11 and bead 12 matched with holding tank, articulamentum 11 and bead 12 through after the shaping all are located the holding tank, and then improve the stability of being connected between upper base 22 and basic unit 1. 1 top integrated into one piece of basic unit has a plurality of support columns 13, and the quantity of support column 13 can be three or four, and support column 13 passes upper substrate 22 and upper substrate 22 sliding connection, and a plurality of support columns 13 along 1 top evenly distributed of basic unit, when needs promote upper substrate 22, accessible support column 13 is convenient for install hoisting device as the strong point, and it is more convenient to be under construction.
The implementation principle of the floor structure is built in a room in the embodiment of the application is as follows: in the building process of building construction, through the intensity of guaranteeing floor structure with foundation layer 1 and building main body connection, set up syllable-dividing buffer layer 21 between foundation layer 1 and last basic unit 22, make syllable-dividing buffer layer 21 separate last basic unit 22 and foundation layer 1 from top to bottom, make floor structure have better syllable-dividing shock attenuation effect, after using a period, when syllable-dividing buffer layer 21 by the compaction and when leading to syllable-dividing shock attenuation effect to worsen, use support column 13 to promote the back for last basic unit 22 as the strong point, fill syllable-dividing shock attenuation material into between last basic unit 22 and foundation layer 1 through filling pipe 23, make and still can keep good syllable-dividing shock attenuation effect between last basic unit 22 and the foundation layer 1.
The embodiment of the application further discloses a floor forming process for building, and with reference to fig. 2, the floor forming mechanism for building comprises the following steps:
s1: pouring the foundation layer 1, assembling templates required by the foundation layer 1, the connecting layer 11 and the rib 12, installing and fixing a reinforcement cage for installing the foundation layer 1 after the templates are installed, binding, connecting and fixing the reinforcement cage for the foundation layer 1 and a reinforcement cage of a building main body, and then integrally pouring and molding the foundation layer 1, the connecting layer 11, the rib 12 and the supporting column 13 through concrete;
s2: after the belt base layer 1 is molded and solidified, vertically installing and fixing the partition board 3 on the base layer 1;
s3: installing a sound-insulation damping unit 2, paving a sound-insulation damping layer 21 on the surfaces of the base layer 1, the connecting layer 11, the convex ribs 12 and the partition plate 3, paving the sound-insulation damping layer 21 on the side walls of the connecting layer 11 and the convex ribs 12, and paving an anti-sticking film on the surface of the sound-insulation damping layer 21; then, the reinforcement cage of the upper base layer 22 is installed, the filling pipeline 23 is fixed on the reinforcement cage of the upper base layer 22, the main pipe 231 and the branch pipes 232 are fixed on the reinforcement cage of the upper base layer 22, the embedded part 4 is fixed in the upper base layer 22, the embedded part 4 is specifically a reinforcement lifting ring, then the upper base layer 22 is cast and formed through concrete, and after the plurality of upper base layers 22 are cast, formed and solidified in sequence, the casting and forming of the floor structure are completed.
The embodiment of the application still discloses a jacking device, refer to fig. 3 and 4, jacking device is arranged in promoting foretell upper base layer 22 in the floor structure is built in room, jacking device includes a plurality of crossbeams 5, hydraulic leg 6 and connecting piece 7, the quantity of crossbeam 5 is equivalent with the quantity that is located the support column 13 of an upper base layer 22, the one end of a plurality of crossbeams 5 is articulated as an organic whole, a plurality of crossbeams 5 homoenergetic are rotatory along the horizontal direction, and crossbeam 5 is extending structure, and then conveniently fold it and accomodate, be convenient for transport. The hydraulic support leg 6 is installed at the other end of the cross beam 5, the hydraulic support leg 6 is specifically a hydraulic cylinder, the axial direction of the hydraulic support leg 6 is perpendicular to the axial direction of the cross beam 5, the hydraulic support leg 6 can drive the cross beam 5 to lift, the cross beam 5 is connected with a sliding sleeve 8 in a sliding manner, the connecting piece 7 is installed at the bottom of the sliding sleeve 8 on the cross beam 5 and used for being connected and fixed with the upper base layer 22, and the connecting piece 7 is specifically a lifting hook; the lifting hook is connected with the embedded part 4, and then the upper base layer 22 is connected and fixed.
The implementation principle of the jacking device in the embodiment of the application is as follows: when needs are maintained the floor structure, make hydraulic leg 6 support on support column 13 through upset crossbeam 5, then make connecting piece 7 be connected with built-in fitting 4 through slip sliding sleeve 8 and realize the fixed to upper base layer 22, then drive crossbeam 5 through hydraulic leg 6 and promote, and then promote upper base layer 22 through connecting piece 7, promote to make and break away from between upper base layer 22 and the foundation bed 1 and form the space when upper base layer 22, pour into the damping material high pressure that gives sound insulation into in being responsible for 231, damping material that gives sound insulation pours into through each branch pipe 232 and forms in the space between upper base layer 22 and the foundation bed 1, pour into and accomplish the back and drive about upper base layer 22 and descend slowly fixedly, and then make the maintenance of floor structure more convenient.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. A floor structure is built in room which characterized in that: comprises a base layer (1), a sound insulation and shock absorption unit (2) and a clapboard (3);
the peripheral outer walls of the foundation layer (1) are connected with a building main body; the sound insulation and shock absorption units (2) are arranged above the foundation layer (1) in a matrix arrangement mode;
the adjacent sound insulation and shock absorption units (2) and the building main body are isolated by partition plates (3);
the sound insulation and shock absorption unit (2) comprises a sound insulation and shock absorption layer (21), an upper base layer (22) and a filling pipeline (23); the sound insulation and shock absorption layer (21) is filled between the upper base layer (22) and the base layer (1);
the filling pipeline (23) is preset in the upper base layer (22) and is used for filling sound-insulation and shock-absorption materials of the sound-insulation and shock-absorption layer (21) between the upper base layer (22) and the foundation layer (1).
2. A building floor structure according to claim 1, wherein: filling pipe (23) are including being responsible for (231) and a plurality of branch pipe (232), be responsible for (231) and locate in upper basic unit (22) and one end communicate with each other on upper basic unit (22) upper portion, and are a plurality of branch pipe (232) evenly distributed in upper basic unit (22), the one end of branch pipe (232) and be responsible for (231) intercommunication, the other end communicates with each other bottom upper basic unit (22).
3. The floor structure of claim 1, wherein: basic unit (1) top is equipped with articulamentum (11), articulamentum (11) are equipped with bead (12) along week side a week, go up basic unit (22) bottom be equipped with articulamentum (11) and bead (12) matched with holding tank.
4. A building floor structure according to claim 1, wherein: the base layer (1) top is equipped with a plurality of support columns (13), support column (13) pass upper substrate (22) and upper substrate (22) sliding connection, and it is a plurality of support column (13) are along base layer (1) top evenly distributed.
5. A building floor structure according to claim 1, wherein: and an anti-sticking film is paved on the contact surface of the sound insulation damping layer (21) and the upper base layer (22).
6. A house building floor forming process is characterized in that: a building floor structure according to claim 5, comprising the steps of:
s1: pouring a foundation layer (1), assembling a template and installing a reinforcement cage of the foundation layer (1), connecting and fixing the reinforcement cage of the foundation layer (1) and a reinforcement cage of a building main body, and then integrally pouring and molding the foundation layer (1);
s2: installing a partition plate (3), and vertically installing and fixing the partition plate (3) on the base layer (1);
s3: installation sound insulation shock attenuation unit (2) will give sound insulation shock attenuation layer (21) and lay basic unit (1) surface to lay antiseized film on sound insulation shock attenuation layer (21) surface, install the steel reinforcement cage of upper base layer (22) again, and will pour pipeline (23) and fix on the steel reinforcement cage of upper base layer (22), then pour the shaping to upper base layer (22).
7. The building floor forming process according to claim 6, wherein: when the connecting layer (11) and the convex ribs (12) are arranged on the top of the base layer (1) and the sound-insulating and shock-absorbing units (2) are installed in the S2, the sound-insulating and shock-absorbing layers (21) are paved on the side walls of the connecting layer (11) and the convex ribs (12).
8. The building floor forming process according to claim 6, wherein: and when the upper base layer (22) is poured in the S3, an embedded part (4) is arranged in the upper base layer (22).
9. The utility model provides a jacking device which characterized in that: the lifting device is used for lifting the upper base layer (22) in the building floor structure according to any one of claims 1 to 5, and comprises a plurality of cross beams (5), hydraulic legs (6) and connecting pieces (7), wherein one ends of the cross beams (5) are connected into a whole, the hydraulic legs (6) are arranged at the other ends of the cross beams (5), the hydraulic legs (6) can drive the cross beams (5) to lift, and the connecting pieces (7) are arranged on the cross beams (5) and are used for being connected and fixed with the upper base layer (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210739525.1A CN115262916B (en) | 2022-06-28 | 2022-06-28 | House building floor structure, floor molding process and jacking device thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210739525.1A CN115262916B (en) | 2022-06-28 | 2022-06-28 | House building floor structure, floor molding process and jacking device thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115262916A true CN115262916A (en) | 2022-11-01 |
| CN115262916B CN115262916B (en) | 2023-11-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN202210739525.1A Active CN115262916B (en) | 2022-06-28 | 2022-06-28 | House building floor structure, floor molding process and jacking device thereof |
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| CN (1) | CN115262916B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894409A (en) * | 2015-12-17 | 2017-06-27 | 上海华峰材料科技研究院（有限合伙） | For the polyurethane grouting and reinforcing lifting fast repairing method of settlement of foundation |
| CN210505482U (en) * | 2019-08-09 | 2020-05-12 | 济南黄河路桥建设集团有限公司 | Well lid jacking device |
| CN213572579U (en) * | 2020-09-25 | 2021-06-29 | 广州宝来声学材料有限公司 | Use sound insulation floor of rubber sound absorption pad |
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2022
- 2022-06-28 CN CN202210739525.1A patent/CN115262916B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894409A (en) * | 2015-12-17 | 2017-06-27 | 上海华峰材料科技研究院（有限合伙） | For the polyurethane grouting and reinforcing lifting fast repairing method of settlement of foundation |
| CN210505482U (en) * | 2019-08-09 | 2020-05-12 | 济南黄河路桥建设集团有限公司 | Well lid jacking device |
| CN213572579U (en) * | 2020-09-25 | 2021-06-29 | 广州宝来声学材料有限公司 | Use sound insulation floor of rubber sound absorption pad |
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| CN115262916B (en) | 2023-11-10 |
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