CN113235911B - Integrally poured building construction structure and method - Google Patents
Integrally poured building construction structure and method Download PDFInfo
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- CN113235911B CN113235911B CN202110329063.1A CN202110329063A CN113235911B CN 113235911 B CN113235911 B CN 113235911B CN 202110329063 A CN202110329063 A CN 202110329063A CN 113235911 B CN113235911 B CN 113235911B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The application relates to an integrally poured building construction structure and a method, which relate to the field of building construction and comprise a plurality of positioning columns and cross beams, wherein the positioning columns are vertically arranged on a foundation at intervals, the cross beams are arranged at the upper ends of two adjacent positioning columns, and the positioning columns and the cross beams form a building frame of a house; adjacent two be equipped with the building templates between the reference column, the building templates includes two vertical wall body template, two wall body template parallel interval is laid and both sides respectively with two reference column detachable fixed connection, two wall body template and two form between the reference column and pour the chamber, the building templates is still including locating pour the multiunit supporting component of intracavity, the multiunit the supporting component is laid along vertical direction interval, it is equipped with concrete layer to pour the intracavity. This application has the effect that improves the efficiency of construction, shortens construction cycle.
Description
Technical Field
The application relates to the field of building construction, in particular to an integrally poured building construction structure and method.
Background
The prefabricated assembled house is built in industrial production mode, and is built by prefabricating some or all of the members in factory, transporting to construction site and assembling the members in reliable connection mode.
The main structure and the wall structure of the traditional house building engineering are equally divided into construction stages, and particularly, the wall structure needs to be constructed, plastered and scraped in sequence through manual work.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: the existing construction method is complex, needs a long construction period and is low in efficiency.
Disclosure of Invention
In order to improve the construction efficiency and shorten the construction period, the application provides an integrally poured building construction structure and method.
First aspect, the application provides a building house construction structures that integration was pour, adopts following technical scheme:
an integrally cast building construction structure comprises a plurality of positioning columns and cross beams, wherein the positioning columns are vertically arranged on a foundation at intervals, the cross beams are arranged at the upper ends of two adjacent positioning columns, and a building frame of a house is formed by the positioning columns and the cross beams;
the building template comprises two vertical wall templates, wherein the two wall templates are arranged at intervals in parallel, the two sides of each wall template are respectively fixedly connected with the two positioning columns in a separable mode, the two wall templates and the two positioning columns form a pouring cavity, the building template further comprises multiple groups of supporting components arranged in the pouring cavity, the multiple groups of supporting components are arranged at intervals in the vertical direction, a concrete layer is arranged in the pouring cavity, a top plate is arranged between the crossbeams, the crossbeams and the top plate form a top layer groove, and the top layer groove is also provided with the concrete layer.
By adopting the technical scheme, during construction, a building frame is constructed in advance through a plurality of positioning columns, a plurality of wall templates are arranged on the positioning columns to form a pouring cavity, a plurality of groups of supporting assemblies are placed in the pouring cavity, concrete is directly poured in the pouring cavity to form a concrete layer, the wall templates are dismantled to form the wall of the building, the cross beam and the top plate are fixed at the upper ends of the positioning columns, concrete is poured in the top layer groove to form the concrete layer, the roof is formed, the wall and the roof are integrally formed by concrete pouring, building of the house can be completed without masonry, plastering and batch scraping, construction is facilitated, construction efficiency is improved, construction period is shortened, multi-layer support is formed in the wall by the supporting assemblies, the building of the wall is more stable, the detachably installed wall templates are convenient for recycling the wall templates, and the environment-friendly construction method is achieved.
Optionally, the support assembly includes a rectangular frame horizontally embedded in the pouring cavity and a plurality of support plates vertically arranged in the rectangular frame at intervals, and the plurality of support plates are arranged at intervals along the length direction of the rectangular frame.
Through adopting above-mentioned technical scheme, a plurality of backup pads make the inside difficult deformation that takes place of cuboid frame, improve the stability of cuboid frame, inlay card in the cuboid frame of pouring the intracavity, support pouring the chamber from week side, make the difficult deformation that takes place of wall form to guarantee the smoothness of wall body construction.
Optionally, adjacent two one side that the reference column is close to mutually is vertical the guide bar that is equipped with respectively, two the guide bar all is located pour intracavity and lower extreme and be fixed in the ground, be equipped with the fixed plate on the cuboid frame, the fixed plate is followed the length direction of cuboid frame is laid, the guiding hole has been seted up on the fixed plate, the guide bar with guiding hole follows vertical direction slip adaptation, be equipped with the setting element on the fixed plate, the setting element is used for making the fixed plate with fixed connection between the guide bar.
Through adopting above-mentioned technical scheme, guide bar and direction through-hole slip adaptation, the constructor of being convenient for puts into the supporting component along predetermined position and pours the intracavity, and convenient construction, the setting element is convenient for fixed connection between fixed plate and the guide bar to be convenient for be fixed in the not co-altitude department of pouring the intracavity with the supporting component, realize that the support of supporting component in wall body not co-altitude department is fixed.
Optionally, the positioning element includes: the spring and the limiting block, the inner peripheral wall of the guide through hole is provided with a fixing groove, the spring is arranged in the fixing groove, one end of the spring is fixedly connected with the inner bottom wall of the fixing groove, the limiting block is arranged at the other end of the spring, one end of the limiting block, which is close to the spring, is always positioned in the fixing groove, the spring is compressed to enable the limiting block to be immersed in the fixing groove, and the fixing grooves in the fixing plates are arranged at intervals along the inner peripheral wall of the guide through hole;
the fixed plate is provided with a plurality of limiting grooves at intervals along the vertical direction, the limiting grooves are arranged at intervals along the circumferential direction of the fixed plate, and when the fixed plates are sequentially fixed on the guide rods, a plurality of limiting blocks on the fixed plates are respectively matched with the limiting grooves.
Through adopting above-mentioned technical scheme, the position of the spacing groove of position and the different height of guide bar department according to the stopper on the fixed plate, select the supporting component with spacing groove position adaptation, during the installation, press and move the stopper, the spring is compressed, so that constructor runs through the direction through-hole with the guide bar and the supporting component to predetermined position of sliding downwards, when supporting component reachs preset position, under the effect of spring restoring force, the stopper stretches into the spacing inslot, thereby make the position of supporting component on the guide bar fixed, high durability and convenient operation, and is swift.
It is optional, the reference column is L shape, the both sides limit of reference column respectively with adjacent two concrete layer is located the coplanar, the spout of the vertical T shape of laying is seted up respectively to the relative both sides of reference column side, the upper end of spout is the opening form, it is equipped with the limiting plate to slide in the spout, the limiting plate is L shape, the free end of limiting plate one side be equipped with the slider of the side slip adaptation of reference column, the limiting plate with form between the side of reference column with the joint groove of wall template looks adaptation, be equipped with the multiunit retaining member on the limiting plate, the multiunit the retaining member is laid along vertical direction interval and is used for with wall body template detachable be fixed in the joint inslot.
Through adopting above-mentioned technical scheme, the spout is convenient for installation and dismantlement between limiting plate and the reference column, and the joint groove that limiting plate and reference column formed cooperatees with the retaining member, and it is spacing both sides to the wall form both to have both been convenient for, makes the wall form difficult taking place to remove, realizes the firm installation of wall form to be convenient for follow-up pouring the intracavity concrete, the wall form's of also being convenient for dismantlement simultaneously realizes wall form's cyclic utilization.
Optionally, the locking member is a tightening bolt, the tightening bolt is assembled on the side edge of the limiting plate parallel to the adjacent concrete layer in a threaded manner, and the free end of the tightening bolt is used for abutting the wall form against the inside of the clamping groove in a movable manner.
Through adopting above-mentioned technical scheme, twist and move a plurality of bolts that support and tightly can realize that wall body template installs in the dismantlement on the reference column, convenient operation, swift.
Optionally, the wall form is formed by splicing a plurality of partition plates.
Through adopting above-mentioned technical scheme, the wall form is formed by a plurality of baffle concatenations, can reduce operating space, and the constructor of being convenient for builds the wall form when the construction.
Optionally, the wall form is formed by sequentially splicing a plurality of partition plates from bottom to top, the top of each partition plate is provided with an insertion groove, and the bottom of each partition plate is provided with an insertion plate matched with the insertion groove.
By adopting the technical scheme, the splicing of the splicing grooves and the splicing plates is convenient for splicing a plurality of partition plates, and meanwhile, the sealing performance of the joint of two adjacent partition plates can be improved, so that the leakage is not easy to occur when constructors pour concrete in the pouring cavity.
In a second aspect, the present application provides an integrally cast building construction method, which adopts the following technical scheme:
an integrally cast construction method for a building comprises the following steps:
s1, building a building frame: vertically arranging a plurality of positioning columns according to a building frame, embedding the lower ends of the positioning columns in a foundation, vertically embedding guide rods in the foundation on one side, close to the two positioning columns, respectively, slidably mounting a plurality of limiting plates on the positioning columns to form clamping grooves, sequentially splicing and mounting the two sides of a plurality of partition plates from top to bottom along the clamping grooves to form a wall template, and fixing the two sides of the partition plates in the clamping grooves through a plurality of abutting bolts;
s2, constructing a wall: sequentially fixing a plurality of supporting plates in a rectangular body frame to form supporting components, horizontally welding fixing plates on two opposite sides of the rectangular body frame, reserving guide through holes at the far ends of the two fixing plates, corresponding the guide through holes in the fixing plates to the guide rods according to the condition that limit blocks in the guide through holes in each group of supporting components correspond to limit grooves at different heights of the guide rods during installation, sequentially installing the plurality of supporting components in a pouring cavity from top to bottom, pouring concrete in the pouring cavity to form a concrete layer, loosening abutting bolts after the concrete layer is solidified, and sequentially detaching a plurality of baffle plates and limit plates from a positioning column to form a wall body of a building house;
s3, constructing a roof: firstly, a plurality of cross beams are sequentially fixed between two adjacent positioning columns, then the top plate is horizontally fixed at the lower ends of the cross beams, a top layer groove is formed between the top plate and the cross beams, and a concrete layer is poured in the top layer groove to form a roof.
Through adopting above-mentioned technical scheme, the wall body and the roof of building all adopt concrete an organic whole to pour and form to avoid building by laying bricks or stones and process such as inside and outside wall plastering, avoided the hollowing, the crack that plaster the production, integration shaping is effectual simultaneously, improves the steadiness that the building found, demountable installation separates baffle, limiting plate and is convenient for recycle, the production of the construction rubbish that has significantly reduced realizes green construction.
In summary, the present application includes at least one of the following beneficial technical effects:
1. during construction, a building frame is constructed in advance through a plurality of positioning columns, a plurality of wall body templates are installed on the positioning columns to form a pouring cavity, a plurality of groups of supporting assemblies are placed into the pouring cavity, concrete is directly poured into the pouring cavity to form a concrete layer, the wall body templates are removed to form a wall body of the building, concrete is poured into a top layer groove formed by the cross beam and the top plate to form the concrete layer, a roof is formed, the wall body and the roof are integrally formed by concrete pouring, construction is facilitated, and therefore construction efficiency is improved, and construction period is shortened;
2. according to the position of the limiting block on the fixed plate and the position of the limiting groove at different heights of the guide rod, the supporting component matched with the position of the limiting groove is selected, the limiting block is pressed during installation, the spring is compressed, so that a constructor can conveniently penetrate the guide rod through the guide through hole and slide the supporting component downwards to a preset position, and when the supporting component reaches the preset position, the limiting block extends into the limiting groove under the action of the restoring force of the spring, so that the position of the supporting component on the guide rod is fixed, and the operation is convenient and rapid;
3. the wall body and the roof of building all adopt concrete body to pour and form to avoid building by laying bricks or stones and process such as inside and outside wall plastering, avoided the hollowing, the crack that plaster the production, integration shaping is effectual simultaneously, improves the steadiness that the building found, demountable installation separates baffle, limiting plate and is convenient for recycle, the production of the construction rubbish that has significantly reduced realizes green construction.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic structural view of an embodiment of the present application (with the cross beam and top plate removed);
FIG. 3 is a schematic view of a connection structure between a limiting plate and a baffle plate in the embodiment of the present application;
FIG. 4 is a partially enlarged schematic view of portion A of FIG. 2;
FIG. 5 is a schematic view of the connection structure between the fixing plate and the guide rod in the embodiment of the present application;
fig. 6 is a schematic structural view (removing the concrete layer in the top groove) in the embodiment of the present application.
Reference numerals are as follows: 1. a positioning column; 101. a limiting plate; 1011. a clamping groove; 1012. a slider; 2. a cross beam; 3. building a template; 31. wall form; 311. a baffle plate; 3111. inserting grooves; 3112. a plugboard; 32. a support assembly; 321. a rectangular frame; 322. a fixing plate; 3221. a guide through hole; 323. a support plate; 4. pouring a cavity; 41. a concrete layer; 5. a locking member; 51. tightly abutting against the bolt; 6. a top plate; 7. a top layer groove; 8. a guide rod; 81. a limiting groove; 9. a positioning member; 91. a spring; 92. a limiting block; 10. a reinforcement cage; 13. a first magnet piece; 14. a second magnet piece.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses building construction structure that integration was pour. Referring to fig. 1, the integrated building house construction structure of pouring includes reference column 1, crossbeam 2 and building templates 3, and reference column 1 is equipped with a plurality ofly and is the steel material, and a plurality of reference columns 1 vertical interval is pre-buried on the ground, and building templates 3 is equipped with a plurality ofly, and a plurality of building templates 3 are located respectively between two adjacent reference columns 1.
Referring to fig. 2, the building template 3 comprises two wall templates 31 and supporting components 32, the two wall templates 31 are vertically arranged in parallel at intervals, two sides of each wall template 31 are respectively detachably and fixedly connected with two positioning columns 1, a pouring cavity 4 is formed between each two wall templates 31 and the two positioning columns 1, a concrete layer 41 is arranged in the pouring cavity 4,
referring to fig. 2 and 3, the wall form 31 is formed by sequentially splicing a plurality of steel partition plates 311 from bottom to top, a plug-in groove 3111 is formed in the top of each partition plate 311, surfaces of the top of each partition plate 311, which are located on two sides of the plug-in groove 3111, are obliquely and downwardly arranged and are symmetrical to each other, a plug-in plate 3112 adapted to the plug-in groove 3111 is arranged at the bottom of each partition plate 311, the plug-in plate 3112 and the partition plates 311 are integrally formed, surfaces of the bottom of each partition plate 311, which are located on two sides of the plug-in plate 3112, are obliquely and downwardly arranged and are symmetrical to each other, when two adjacent partition plates 311 are spliced, the bottom of each upper partition plate 311 is attached to the top of the lower partition plate 311, in order to stabilize the connection between the two adjacent partition plates 311, a first magnet piece 13 is bonded to the lower surface of the plug-in plate 3112, a second magnet piece 14 is bonded to the inner bottom wall of the plug-in groove 3111, and the first magnet piece 13 and the second magnet piece 14 are magnetically attracted to the second magnet piece.
Referring to fig. 2 and 4, the positioning column 1 is L-shaped, two side edges of the positioning column 1 are respectively located in the same plane with two adjacent concrete layers 41, T-shaped chutes which are vertically arranged are respectively formed in two opposite sides of a side edge of the positioning column 1, the upper ends of the chutes are open, the limiting plates 101 are slidably arranged in the chutes, the limiting plates 101 are L-shaped, free ends of one side edges of the limiting plates 101 are provided with T-shaped sliders 1012 which are in sliding fit with the chutes, the sliders 1012 and the limiting plates 101 are integrally formed, clamping grooves 1011 which are in fit with the wall body formwork 31 are formed between the limiting plates 101 and the side edge of the positioning column 1, side edges of the partition plates 311 in the vertical direction are located in the clamping grooves 1011, the limiting plates 101 are provided with multiple groups of locking members 5, the multiple groups of locking members 5 are arranged at intervals in the vertical direction, the locking members 5 are abutting bolts 51, the side edges of the limiting plates 101 which are parallel to the adjacent concrete layers 41 are provided with multiple threaded through holes, the threaded through holes are communicated with the clamping grooves 1011, and the abutting the wall body formwork 31 movably at the free ends.
Limiting plate 101 and the joint groove 1011 that reference column 1 formed both be convenient for carry on spacingly to the both sides of wall form 31, make wall form 31 difficult in the horizontal direction emergence removal, realize wall form 31's firm installation, twist and move a plurality of bolts 51 of holding tightly and can realize installing in dismantling of wall form 31 on reference column 1, realize wall form 31's cyclic utilization, convenient operation, swift.
In order to form a plurality of layers of supports in the wall body and enable the wall body to be constructed more stably, the support assemblies 32 are provided with a plurality of groups, and the groups of support assemblies 32 are arranged in the pouring cavity 4 and are arranged at intervals along the vertical direction.
Supporting component 32 includes that the level inlay card locates a plurality of backup pads 323 in cuboid frame 321 and the vertical interval of pouring in chamber 4, and cuboid frame 321 is formed by the welding of multistage steel bar, and a plurality of backup pads 323 are laid along the length direction interval of cuboid frame 321 and four corners department respectively with four sides welded fastening of cuboid frame 321, and a plurality of backup pads 323 make the inside difficult deformation that takes place of cuboid frame 321, improve the stability of cuboid frame 321.
Adjacent two reference column 1 one side that is close to mutually respectively vertically is equipped with guide bar 8, guide bar 8 is the steel material, two guide bar 8 all are located pour chamber 4 and the lower extreme is pre-buried in the ground, the relative both sides limit one side welding that is close to mutually of cuboid frame 321 has fixed plate 322 about the end, fixed plate 322 is laid along the length direction level of cuboid frame 321, guide hole 3221 has been seted up on fixed plate 322, guide bar 8 and guide hole 3221 are along vertical direction slip adaptation.
Referring to fig. 2 and 5, in order to fix the supporting component 32 at different heights in the pouring cavity 4 and to realize the supporting and fixing of the supporting component 32 at different heights of the wall, the fixing plate 322 is provided with a positioning element 9.
The positioning element 9 comprises a spring 91 and a limiting block 92, fixing grooves are formed in the inner peripheral wall of the guide through hole 3221, the spring 91 is arranged in the fixing grooves, one end of the spring 91 is fixedly connected with the inner bottom wall of the fixing grooves in a welding mode, the limiting block 92 is welded to the other end of the spring 91, one end, close to the spring 91, of the limiting block 92 is always located in the fixing grooves, the limiting block 92 can be immersed in the fixing grooves through the compression spring 91, the fixing grooves in the fixing plates 322 are arranged at intervals along the inner peripheral wall of the guide through hole 3221, and prompt bars are arranged on the upper surfaces of the fixing plates 322, corresponding to the fixing grooves in position, so as to prompt constructors of the position of the limiting block 92 in the guide through hole 3221; the fixed plate 322 is provided with a plurality of spacing grooves 81 along the vertical direction at intervals, and a plurality of spacing grooves 81 are arranged along the circumferential interval of the fixed plate 322, and when a plurality of fixed plates 322 are fixed on the guide rod 8 in sequence, the limiting blocks 92 on the plurality of fixed plates 322 are respectively matched with the plurality of spacing grooves 81.
According to the position of the limiting block 92 on the fixing plate 322 and the position of the limiting groove 81 at different heights of the guide rod 8, the supporting component 32 matched with the position of the limiting groove 81 is selected, during installation, the limiting block 92 is pressed, the spring 91 is compressed, so that a constructor can enable the guide rod 8 to penetrate through the guide through hole 3221 and slide the supporting component 32 downwards to a preset position, and when the supporting component 32 reaches the preset position, the limiting block 92 extends into the limiting groove 81 under the restoring force of the spring 91, so that the position of the supporting component 32 on the guide rod 8 is fixed, and the operation is convenient and quick.
Referring to fig. 1 and 6, crossbeam 2 is equipped with a plurality ofly and is the steel material, and a plurality of crossbeams 2 weld respectively in two adjacent reference column 1 upper ends, is equipped with roof 6 between a plurality of crossbeams 2, forms top layer groove 7 between a plurality of crossbeams 2 and the roof 6, also is equipped with concrete layer 41 in the top layer groove 7 in order to form the roof.
The implementation principle of the building construction structure of this application embodiment that an integration was pour is: during construction, a building frame is constructed in advance through a plurality of positioning columns 1, a plurality of wall formworks 31 are installed on the positioning columns 1 to form a pouring cavity 4, a plurality of groups of supporting assemblies 32 are placed in the pouring cavity 4, concrete is poured in the pouring cavity 4 to form a concrete layer 41, the wall formworks 31 are dismantled to form a wall of a building, the cross beam 2 and the top plate 6 are fixed to the upper ends of the positioning columns 1, the concrete is poured in the top layer grooves 7 to form the concrete layer 41, a roof is formed, the wall and the roof are integrally formed by concrete pouring, building, plastering and scraping are not needed, building of a house can be completed, construction is convenient, construction efficiency is improved, and construction period is shortened.
The embodiment of the application also discloses an integrally poured construction method for the building. The construction method of the integrally cast building house comprises the following steps:
s1, constructing a building frame: vertically arranging a plurality of positioning columns 1 according to a building frame, embedding the lower ends of the positioning columns 1 in a foundation, vertically embedding guide rods 8 in the foundation on one side, close to two positioning columns 1, respectively, slidably installing a plurality of limiting plates 101 on the positioning columns 1 along sliding grooves and forming clamping grooves 1011, sequentially splicing and installing two sides of a plurality of partition plates 311 along the clamping grooves 1011 from top to bottom to form a wall body template 31, and fixing two sides of the partition plates 311 in the clamping grooves 1011 through a plurality of abutting bolts 51;
s2, constructing a wall: sequentially fixing a plurality of supporting plates 323 in a rectangular body frame 321 to form supporting components 32, horizontally welding fixing plates 322 on two opposite sides of the rectangular body frame 321, and reserving guide through holes 3221 at one end, far away from the two fixing plates 322, during installation, according to the condition that a limiting block 92 in each group of the supporting components 32 in each guide through hole 3221 corresponds to a limiting groove 81 at different heights of a guide rod 8, corresponding the guide through holes 3221 on the fixing plates 322 to the guide rods 8, sequentially installing the plurality of supporting components 32 in a pouring cavity 4 from top to bottom, pouring concrete in the pouring cavity 4 to form a concrete layer 41, loosening the abutting bolts 51 after the concrete layer 41 is solidified, and sequentially detaching a plurality of partition plates 311 and limiting plates 101 from the positioning columns 1 to form a wall body of a building house;
s3, constructing a roof: weld fixation in proper order is earlier with a plurality of crossbeams 2 between two adjacent reference columns 1, makes the lower surface of crossbeam 2 and the upper surface looks butt of wall body, again with roof 6 level weld fixation in the lower extreme of a plurality of crossbeams 2, makes to form top layer groove 7 between roof 6 and the crossbeam 2, places steel reinforcement cage 10 at top layer groove 7 to make the week side of steel reinforcement cage 10 and the internal perisporium welded fixation in top layer groove 7, pour concrete layer 41 in top layer groove 7, form the roof.
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 (6)
1. The utility model provides a building house construction structures that integration was pour which characterized in that: the building frame comprises a plurality of positioning columns (1) which are vertically arranged on a foundation at intervals and cross beams (2) which are arranged at the upper ends of two adjacent positioning columns (1), wherein the positioning columns (1) and the cross beams (2) form a building frame of a house;
a building template (3) is arranged between every two adjacent positioning columns (1), the building template (3) comprises two vertical wall templates (31), the two wall templates (31) are arranged in parallel at intervals, two sides of each wall template are respectively fixedly connected with the two positioning columns (1) in a separable mode, a pouring cavity (4) is formed between the two wall templates (31) and the two positioning columns (1), the building template (3) further comprises a plurality of groups of supporting assemblies (32) arranged in the pouring cavity (4), the plurality of groups of supporting assemblies (32) are arranged at intervals along the vertical direction, concrete layers (41) are arranged in the pouring cavity (4), top plates (6) are arranged among the crossbeams (2), top layer grooves (7) are formed between the crossbeams (2) and the top plates (6), and the concrete layers (41) are also arranged in the top layer grooves (7);
the supporting assembly (32) comprises a rectangular body frame (321) horizontally embedded in the pouring cavity (4) and a plurality of supporting plates (323) vertically arranged in the rectangular body frame (321) at intervals, and the supporting plates (323) are arranged at intervals along the length direction of the rectangular body frame (321);
one side, close to each other, of each two adjacent positioning columns (1) is vertically provided with a guide rod (8), the two guide rods (8) are located in the pouring cavity (4), the lower ends of the two guide rods are fixed in a foundation, a fixing plate (322) is arranged on the rectangular body frame (321), the fixing plate (322) is arranged along the length direction of the rectangular body frame (321), a guide through hole (3221) is formed in the fixing plate (322), the guide rods (8) are in sliding fit with the guide through holes (3221) along the vertical direction, a positioning part (9) is arranged on the fixing plate (322), and the positioning part (9) is used for fixedly connecting the fixing plate (322) and the guide rods (8);
the positioning element (9) comprises: the spring fixing device comprises a spring (91) and a limiting block (92), wherein a fixing groove is formed in the inner peripheral wall of the guide through hole (3221), the spring (91) is arranged in the fixing groove, one end of the spring (91) is fixedly connected with the inner bottom wall of the fixing groove, the limiting block (92) is arranged at the other end of the spring (91), one end, close to the spring (91), of the limiting block (92) is always located in the fixing groove, the spring (91) is compressed to enable the limiting block (92) to be immersed into the fixing groove, and the fixing grooves in the fixing plates (322) are arranged at intervals along the inner peripheral wall of the guide through hole (3221);
the fixing plate (322) is provided with a plurality of limiting grooves (81) at intervals along the vertical direction, the limiting grooves (81) are arranged at intervals along the circumferential direction of the fixing plate (322), and when the fixing plate (322) is sequentially fixed on the guide rod (8), the limiting blocks (92) on the fixing plate (322) are respectively matched with the limiting grooves (81).
2. The integrally cast building house construction structure of claim 1, wherein: reference column (1) is L shape, the both sides limit of reference column (1) respectively with adjacent two concrete layer (41) is located the coplanar, the spout of the vertical T shape of laying is seted up respectively to the relative both sides of reference column (1) side, the upper end of spout is the opening form, it is equipped with limiting plate (101) to slide in the spout, limiting plate (101) are L shape, the free end of limiting plate (101) side be equipped with slider (1012) of the side slip adaptation of reference column (1), limiting plate (101) with form between the side of reference column (1) with joint groove (1011) of wall body template (31) looks adaptation, be equipped with multiunit retaining member (5) on limiting plate (101), multiunit retaining member (5) are laid and are used for along vertical direction interval wall body template (31) detachable be fixed in joint groove (1011).
3. The integrally cast building house construction structure of claim 2, wherein: retaining member (5) are for supporting tight bolt (51), support tight bolt (51) screw assembly in limiting plate (101) and adjacent the side that concrete layer (41) paralleled, the free end that supports tight bolt (51) be used for with wall form (31) activity butt in joint groove (1011).
4. The integrally cast building construction structure of claim 3, wherein: the wall body formwork (31) is formed by splicing a plurality of baffle plates (311).
5. The integrally cast building house construction structure of claim 4, wherein: wall body template (31) are by a plurality of separate baffle (311) from supreme concatenation in proper order down and form, inserting groove (3111) have been seted up at the top that separates baffle (311), the bottom that separates baffle (311) be equipped with inserting plate (3112) of inserting groove (3111) adaptation.
6. The method of constructing an integrally cast building according to claim 4, wherein: the method comprises the following steps:
s1, constructing a building frame: vertically arranging a plurality of positioning columns (1) according to a building frame, embedding the lower ends of the positioning columns (1) in a foundation, vertically embedding guide rods (8) in the foundation on one side where two positioning columns (1) are close to each other, slidably mounting a plurality of limiting plates (101) on the positioning columns (1) to form clamping grooves (1011), sequentially splicing and mounting the two sides of a plurality of partition plates (311) along the clamping grooves (1011) from top to bottom to form a wall template (31), and fixing the two sides of the partition plates (311) in the clamping grooves (1011) through a plurality of abutting bolts (51);
s2, constructing a wall body: sequentially fixing a plurality of supporting plates (323) in a rectangular body frame (321) to form supporting components (32), horizontally welding fixing plates (322) at two opposite sides of the rectangular body frame (321), and reserving guide through holes (3221) at one ends, far away from the two fixing plates (322), during installation, according to the condition that a limiting block (92) in each group of supporting components (32) in the guide through holes (3221) corresponds to a limiting groove (81) at different heights of a guide rod (8), corresponding the guide through holes (3221) in the fixing plates (322) to the guide rod (8), sequentially installing the plurality of supporting components (32) in a pouring cavity (4) from top to bottom, pouring concrete in the pouring cavity (4) to form a concrete layer (41), loosening and tightly abutting against bolts (51) after the concrete layer (41) is solidified, sequentially detaching a plurality of baffle plates (311) and limiting plates (101) from a positioning column (1), and forming a wall body of a building house;
s3, constructing a roof: the roof structure is characterized in that a plurality of cross beams (2) are sequentially fixed between two adjacent positioning columns (1), a top plate (6) is horizontally fixed at the lower end of each cross beam (2), a top layer groove (7) is formed between each top plate (6) and each cross beam (2), and a concrete layer (41) is poured in each top layer groove (7) to form a roof.
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