CN201236492Y - House building structure - Google Patents

House building structure Download PDF

Info

Publication number
CN201236492Y
CN201236492Y CNU2008200948220U CN200820094822U CN201236492Y CN 201236492 Y CN201236492 Y CN 201236492Y CN U2008200948220 U CNU2008200948220 U CN U2008200948220U CN 200820094822 U CN200820094822 U CN 200820094822U CN 201236492 Y CN201236492 Y CN 201236492Y
Authority
CN
China
Prior art keywords
wallboard
built
assembling structure
reinforcing bar
floor plate
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.)
Expired - Fee Related
Application number
CNU2008200948220U
Other languages
Chinese (zh)
Inventor
陈世荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2008200948220U priority Critical patent/CN201236492Y/en
Application granted granted Critical
Publication of CN201236492Y publication Critical patent/CN201236492Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

A house construction and furnishing structure comprises a foundation and is characterized in that the structure further comprises wallboards and floor plates with reinforced concrete structure; Vertical steel bars are exposed at the upper ends and the lower ends of the wallboards; exposed connecting steel bars are transversely arranged; insections are oppositely formed at the end parts of the vertical steel bars at the upper and the lower end, when two wallboards are in piled installation, the insections of the upper and the lower vertical steel bars are meshed, and an elastic modulus is sleeved on the meshed steel bars; the floor plates are propped against the wallboards and has connecting steel bars extending outwards at the periphery; concrete is cast in the straight slots between the floor plates and the wallboards; and upright stanchions cast-formed in the straight slots between the bottom wallboards and the foundation are movably connected. The house construction and furnishing structure only needs to install the above connection mechanism by using a hoist and cast concrete into the straight slots, thereby saving time and labor, reducing cost and increasing working efficiency. Furthermore, the house structure is much firm and shock resistant.

Description

Assembling structure is built in the house
Technical field
The utility model relates to the house and builds assembling structure.
Background technology
Mostly building construction in the past is brick wall structure, but shock resistance is very weak, and mostly existing house is the framework brick wall structure, needs piling usually, waters floor, then layer by layer toward loam cake, metope around building again after framework is put up, such building structure are no doubt relatively more firm, but more high-rise lid cost is high more, constantly transport building materials because need toward eminence, when high level is built wall face, also need to spend the long duration, increased overhead work time and operating risk, also increased cost.And present building has also been done strict restriction to the use of precast plate, so also there is not the ceiling-mounted house at present, does not also have the lifting house of science to build assembling structure.
The utility model content
The utility model is to provide a kind of house that adopts the lifting mode to build a house to build assembling structure in order to solve above deficiency.
In order to reach above purpose, assembling structure is built in this house, comprise ground, it is characterized in that: also comprise reinforced concrete structure wallboard, floor plate, described wallboard upper and lower side exposes vertical reinforcing bar respectively, and the vertical end reinforced groove that is provided with in opposite directions respectively of upper and lower side is during two wallboard closed assemblies, the groove of the following vertical reinforcing bar of cornice sheathing and the last vertical reinforcing bar of wainscot sheathing is meshing with each other, and also is with elastic parts outside the reinforcing bar of engagement; Described floor plate is supported on the wallboard and stretches out connecting reinforcement all around, and the vertical masonry joint between floor plate and wallboard is irritated concrete.
Vertical rebar spacing in the wallboard is identical, also is provided with horizontal connecting reinforcement in the wallboard, and the vertical masonry joint between wallboard is irritated has concrete to form column.
Column and ground are connected to flexible connection, comprise that ground is provided with groove, are fixed with limiting plate on the groove, and limiting plate is provided with through hole, and one is fixed with joint pin in the column, and through hole and end that limiting plate is passed in the joint pin lower end are fixed with the fixed head bigger than through hole.Make surface structures and ground flexibly connect, when earthquake takes place, can effectively alleviate acutely rocking of seismic wave, alleviate harm.
Be coated with offset plate and cement board on the limiting plate successively.Can further cushion the impact of seismic wave.
The wallboard upper end is provided with groove, and vertically reinforcing bar is located in this groove.Can be so that connect more firm.
Elastic parts is spring or the sleeve pipe that curved by sheet metal, and the internal diameter of elastic parts is between a vertical reinforcing bar and two vertical reinforcing bars.
The connecting reinforcement of floor plate is bending.Strengthen the connection effect of junction.
Also be provided with rinforcement bar around the floor plate, the rinforcement bar two ends that take the shape of the letter U are fixed in the floor plate, and the diameter of rinforcement bar is 1.5 times of connecting reinforcement.
Be provided with the through hole that several are used to lift in wallboard, the floor plate, convenient construction.
Assembling structure is built in this house, can by size wallboard and floor plate be cast earlier according to designing requirement, only need hang by top syndeton and install with lifting machine, and then with concrete with the vertical masonry joint place and vertically the groove of reinforcing bar get final product with concrete casting, such house is built and is adorned time saving and energy savingly, reduces cost, and has improved operating efficiency, and because this building structure is firmer, shock resistance is stronger.
Description of drawings
Fig. 1 is the utility model structure of wall schematic diagram.
Fig. 2 is a wallboard upper lateral sectional drawing.
Fig. 3 is vertical reinforcing bar connection diagram when two blocks of wallboards connect up and down.
Fig. 4 is the structural representation of the utility model floor plate.
Fig. 5 is the utility model column and ground connection diagram.
Fig. 6 is the utility model building structure schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
Assembling structure is built in this house, and is identical with existing house, comprises ground, and institute's difference is, wallboard that its building is used and floor plate are that pouring forms in advance, only need and irritate vertical masonry joint with concrete with the finished product wallboard and the floor plate lifting of certain specification and get final product.As shown in Figure 1, this wallboard 10 upper and lower sides expose vertical reinforcing bar 11 respectively, in the present embodiment, vertically reinforcing bar 11 has two rows, simultaneously referring to Fig. 2, can be provided with single row or multiple rows according to the building structure needs, vertical reinforcing bar 11 ends of upper and lower side are provided with groove 12 respectively in opposite directions, in order to reach better engagement effect, the groove here is plain hook 60 degree teeth, and when two wallboard closed assemblies, the groove of the following vertical reinforcing bar of cornice sheathing and the last vertical reinforcing bar 11 of wainscot sheathing is meshing with each other, outside the reinforcing bar of engagement, also be with elastic parts 13, its plug-in mounting effect as shown in Figure 3, elastic parts 13 can be spring or the sleeve pipe that curved by sheet metal, the internal diameter of elastic parts is between a vertical reinforcing bar and two vertical reinforcing bars, in this practical example, elastic parts 13 is a spring; Referring to Fig. 2, be provided with groove 14 in wallboard 10 upper ends again, the vertical reinforcing bar 11 of upper end is located in this groove 14, can be also shown in by Fig. 2 so that connect more firmly, vertically reinforcing bar 11 than 18 diameters of the reinforcing bar in the wallboard bigger and one fix, can strengthen connecting effect; In order to reach the purpose of low making and low installation cost, vertical reinforcing bar 11 spacings in the wallboard 10 are identical, also are provided with horizontal connecting reinforcement 15 in the wallboard 10, and the vertical masonry joint between wallboard is irritated has concrete to form column, in order to lift conveniently, be provided with several through holes that is used to lift 16 in the wallboard.
As shown in Figure 4, floor plate 20 is the same with wallboard 10, for convenient lifting, is provided with through hole 21 on the floor plate equally; Also stretch out connecting reinforcement 22 around the floor plate 20, when riding on the wallboard 10 respectively around the floor plate 20, irritating at the vertical masonry joint place of 10 of floor plate 20 and wallboards has concrete, can more securely couple together by connecting reinforcement 22, connecting reinforcement 22 is bending, plays better interconnect function; Simultaneously, in order to strengthen connecting effect, around floor plate 20, also be provided with rinforcement bar 23, reinforcing bar 24 welding one in rinforcement bar 23 two ends that take the shape of the letter U and the same floor plate 20 as with connecting reinforcement 22, connecting reinforcement 22, rinforcement bar 23 can adopt thicker reinforcing bar, in the present embodiment, connecting reinforcement 22, rinforcement bar 23 are 1.5 times of reinforcing bar 24 in the floor plate.
Referring to Fig. 5, the vertical masonry joint place of wallboard junction forms column 30 with concrete casting, and the movable connection method of the column 30 of bottom and ground 40 can greatly alleviate the harm that brings because of seismic wave, the ground of present embodiment be generally adopt water the pillar ground, on ground, be provided with groove 41, be fixed with limiting plate 42 on the groove, limiting plate 42 is provided with through hole 43, one is fixed with joint pin 31 in the column 30, joint pin 31 lower ends are passed the through hole 43 of limiting plate 42 and end and are fixed with the fixed head 32 bigger than through hole 43, joint pin 31 bottoms in groove 41 have been with the cushion rubber 33 of cushioning effect, as seen be pressed on the limiting plate 42 during the center of gravity of column 30, and fixed head 32 is unsettled, like this can be so that column 30 and ground 40 are movably connected.When earthquake takes place, can effectively alleviate acutely rocking of seismic wave, alleviate harm.Simultaneously, be coated with offset plate 44 and cement board 45 on the limiting plate on ground 40 42 successively.Offset plate 44 also can further cushion the impact of seismic wave.
In like manner, wallboard 10 sides stretch out connecting reinforcement 15 also be bending.
Fig. 6 builds the schematic diagram in dress house for using above wallboard, the floor plate of introducing, and two floor plates 20 ride on the wallboard 10 from both sides among the figure, and 17 li placing of concrete of the vertical masonry joint that forms between them can link together wallboard 10, floor plate 20 securely.
Above content be in conjunction with concrete preferred implementation to further describing that the utility model is done, can not assert that concrete enforcement of the present utility model is confined to these explanations.For the utility model person of an ordinary skill in the technical field, under the prerequisite that does not break away from the utility model design, its framework form can be flexible and changeable, can the subseries product.Just make some simple deduction or replace, all should be considered as belonging to the scope of patent protection that the utility model is determined by claims of being submitted to.

Claims (9)

1, assembling structure is built in a kind of house, comprise ground, it is characterized in that: also comprise reinforced concrete structure wallboard, floor plate, described wallboard upper and lower side exposes vertical reinforcing bar respectively, the vertical end reinforced groove that is provided with in opposite directions respectively of upper and lower side, during two wallboard closed assemblies, the groove of the following vertical reinforcing bar of cornice sheathing and the last vertical reinforcing bar of wainscot sheathing is meshing with each other, and also is with elastic parts outside the reinforcing bar of engagement; Described floor plate is supported on the wallboard and stretches out connecting reinforcement all around, and the vertical masonry joint between floor plate and wallboard is irritated concrete.
2, assembling structure is built in house according to claim 1, it is characterized in that: the vertical rebar spacing in the described wallboard is identical, also is provided with horizontal connecting reinforcement in the wallboard, and the vertical masonry joint between wallboard is irritated has concrete to form column.
3, assembling structure is built in house according to claim 2, it is characterized in that: described column and ground are connected to flexible connection, comprise that ground is provided with groove, be fixed with limiting plate on the groove, limiting plate is provided with through hole, one is fixed with joint pin in the column, and through hole and end that limiting plate is passed in the joint pin lower end are fixed with the fixed head bigger than through hole.
4, assembling structure is built in house according to claim 3, it is characterized in that: be coated with offset plate and cement board on the described limiting plate successively.
5, assembling structure is built in house according to claim 2, it is characterized in that: described wallboard upper end is provided with groove, and vertically reinforcing bar is located in this groove.
6, assembling structure is built in house according to claim 5, it is characterized in that: described elastic parts is spring or the sleeve pipe that curved by sheet metal, and the internal diameter of elastic parts is between a vertical reinforcing bar and two vertical reinforcing bars.
7, assembling structure is built in house according to claim 1, it is characterized in that: the connecting reinforcement of described floor plate is bending.
8, assembling structure is built in house according to claim 7, it is characterized in that: also be provided with rinforcement bar around the described floor plate, the rinforcement bar two ends that take the shape of the letter U are fixed in the floor plate, and the diameter of rinforcement bar is 1.5 times of connecting reinforcement.
9, build assembling structure according to each described house among the claim 1-8, it is characterized in that: be provided with the through hole that several are used to lift in described wallboard, the floor plate.
CNU2008200948220U 2008-06-13 2008-06-13 House building structure Expired - Fee Related CN201236492Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200948220U CN201236492Y (en) 2008-06-13 2008-06-13 House building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200948220U CN201236492Y (en) 2008-06-13 2008-06-13 House building structure

Publications (1)

Publication Number Publication Date
CN201236492Y true CN201236492Y (en) 2009-05-13

Family

ID=40649231

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200948220U Expired - Fee Related CN201236492Y (en) 2008-06-13 2008-06-13 House building structure

Country Status (1)

Country Link
CN (1) CN201236492Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101851964A (en) * 2010-03-08 2010-10-06 南通建筑工程总承包有限公司 L-shaped wall horizontal connecting node
CN103628599A (en) * 2013-11-25 2014-03-12 上海中卉生态科技股份有限公司 Earthquake-proof combination wall and manufacturing technology and formula thereof
CN104271852A (en) * 2012-03-08 2015-01-07 B.T.创新公司 Turnbuckle for connecting structural elements
CN106245752A (en) * 2016-09-29 2016-12-21 中国航天建设集团有限公司 Prefabricated assembled tube structure public building and its method of construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101851964A (en) * 2010-03-08 2010-10-06 南通建筑工程总承包有限公司 L-shaped wall horizontal connecting node
CN104271852A (en) * 2012-03-08 2015-01-07 B.T.创新公司 Turnbuckle for connecting structural elements
CN103628599A (en) * 2013-11-25 2014-03-12 上海中卉生态科技股份有限公司 Earthquake-proof combination wall and manufacturing technology and formula thereof
CN106245752A (en) * 2016-09-29 2016-12-21 中国航天建设集团有限公司 Prefabricated assembled tube structure public building and its method of construction

Similar Documents

Publication Publication Date Title
CN205653944U (en) Prestressed concrete truss superimposed sheet
CN103835413B (en) Covered with Angles silk screen Mortar Plates in-line frame foamed concrete bearing wall and the practice
CN102392542A (en) Unilateral-ribbing anti-seismic reinforcing method for existing brickwork structure
CN201236492Y (en) House building structure
CN103046669A (en) Prefabricated high strength reinforced concrete shear wall with low strength energy dissipation strip and fabrication method
CN205242701U (en) Lattice formula shaped steel concrete shear force wall by batten plate connection
CN204645343U (en) Prefabricated assembled concrete out-hung panel fastening devices
CN202658765U (en) Keel framework concrete anti-crack filling wall
CN209891719U (en) Well pit inner mould box is built in room
CN205153138U (en) Prefabricated building of amalgamation
CN207211436U (en) A kind of steel and concrete shear wall assembling-type space module structural system
CN202831440U (en) Precast light plate type stair
CN201593254U (en) Wall body with honeycomb structure
CN210917854U (en) Prevent cavity centre form wall structure of fracture
CN201047126Y (en) Prefabricated building module component
CN206917012U (en) Assembly concrete lining structural assembly
CN204491840U (en) A kind of being convenient to is installed and the space frame formula self-contained flat be connected
CN206957013U (en) A kind of cement pre-fabricated panel for being embedded to deformed bar
CN201354492Y (en) Wall plate
CN218176242U (en) Assembled high performance concrete restraint shear force wall
CN201794182U (en) Cast-in-place light partition wall
CN211774958U (en) Hollow floor internal mold
CN203270888U (en) Supporting device for concreted floor plate
CN100362180C (en) Combined reinforced concrete hollow floorslab
CN100370104C (en) Combined reinforced concrete hollow floor slab

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090513

Termination date: 20120613