CN208668692U - A kind of walls concrete integrated cast structure - Google Patents
A kind of walls concrete integrated cast structure Download PDFInfo
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- CN208668692U CN208668692U CN201821204133.0U CN201821204133U CN208668692U CN 208668692 U CN208668692 U CN 208668692U CN 201821204133 U CN201821204133 U CN 201821204133U CN 208668692 U CN208668692 U CN 208668692U
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Abstract
The utility model relates to a kind of walls concrete integrated cast structures, comprising: several sheet frames are vertically arranged, and respectively include a bottom plate, and four side of bottom plate is bent to form bending part respectively, and bending part surface, which is respectively separated, opens up several connecting holes；Several connecting rods are inserted in two connecting holes respectively；Several sheet frames transversely with longitudinal superposition, assembly, and are fixed by the connecting rod, and form four sheet frame units being arranged along the vertical direction；Four sheet frame units are successively spliced to form a pouring frame, are formed on the inside of pouring frame for disposing pipeline and being poured the casting chamber of concrete；It is connected between adjacent two sheet frames unit by fastener.The integrated cast structure changes the building method that existing wall uses, and it is utilized in the pouring procedure that concrete is directly poured in the casting inner cavity for the pouring frame put up in advance, it is disposable to complete building for wall, significantly improve construction efficiency, and it can guarantee wall quality, wall stability is good, easy for construction.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of walls concrete integrated cast structure.
Background technique
Building a wall is walling, and most firm walling mode is that block-by-block takes block.When walling, most of owners are still as before
Select conventional bricklaying construction process.The house sidings built in this way can play the role of temperature buffering, so as to
Ensure that room temperature, humidity are moderate.Furthermore thick and heavy brick wall also ensures good soundproof effect.
Brick setting, the integral material built with brick and mortar are to use a kind of most wide construction material at present.According to block
In body whether configuration reinforcement, be divided into non-reinforced brick masonry and arrangement of reinforcement brick setting.
Masonry project is called masonry project, refers in construction projects using common clay brick, load-bearing clay hollow brick, steaming
The engineering that the materials such as pressure Dinas brickes, flyash brick, various middle-size and small-size building blocks and stone material are built.Including laying bricks, stone, building block and
The contents such as lightweight wall plate.It lays bricks, the requirement of stone-laying, building block brick setting to building materials, group builds technique, quality requirement and quality
The control measure of common fault.
Masonry is mainly made of bulk and mortar, and wherein mortar combines bulk as cementing material integral, to meet
Normal use requires and bears the various loads of structure.
The building method of brick setting has " 31 " chimney bond, shove method, slurry-scraping method and profusely grey method.Wherein, " 31 " are built
Brick method and shove method are the most commonly used.
" 31 " chimney bond is one piece of brick, and a shovel ash, one rubs the masonry side for pressing and conveniently scraping off the mortar of extrusion
Method.The advantages of this block method: mortar joint is easy full, and caking property is good, and metope is clean and tidy.Therefore solid brick setting preferably uses " 31 " to lay bricks
Method.
Shove method, i.e., with grey spoon, big shovel or spreading device are in one section of wall top upper berth mortar, and then both hands take brick or one hand to take
Brick is squeezed into mortar with brick and brick is laid flat after certain thickness, reaches lower edging, upper neat line, smooth vertical and horizontal requirement.
Above-mentioned building method, after the completion of masonry, wall is integral, however, in subsequent fitment process, in wall
Body surface face fluting buries laying wire, water pipe is the most common project under construction.
However, the method that surface of wall fluting of this kind directly after the completion of masonry is laid with pipeline, can significantly affect wall
Quality is easy to appear security risk.
Wall pipeline is installed, the Chinese patent of Publication No. CN204876337U discloses a kind of band multi-pipeline waterproof
The precast wall body of casing, including combined wall, combined wall are bonded in polyphenyl second by polystyrene foam plate layer and through glue
Two structure sheafs of alkene foam sheet two sides form, and combined wall is equipped at least two water string embedded holes, the insertion
Water string is equipped in hole, water string includes inner and outer tubes, and outer tube is directly contacted with combined wall, between outer tube and inner tube
Filled with buffer layer, the end face of the upper and lower two sides of combined wall is embedded in by cover board, and the corresponding position of the cover board is equipped with and waterproof
The aperture that casing embedded hole matches, cover board are fixedly connected through self-tapping screw with combined wall, and the utility model is in precast wall body
It embeds multiple water strings and solves the problems, such as that one or more pipeline concentration has passed through tight waterproof requirement building walls, and
And the utility model makes, is easy for installation, is particularly suitable for plastic tube, significant effect.However, dry wall provided by the patent
Body is made of polystyrene foam plate, and structural soundness is poor, and pipeline installation needs to open up waterproof jacket on combined wall
Pipe embedded hole, further influences wall quality.
Utility model content
The purpose of this utility model is to provide a kind of walls concrete integrated cast structure, solution is currently used for concrete casting
Wall body structure fastness difference problem.
To achieve the above object, a kind of walls concrete integrated cast structure provided by the utility model, the integrated cast structure
The building method that existing wall uses is changed, and is utilized in the casting inner cavity for the pouring frame put up in advance and is directly poured
The pouring procedure of concrete, it is disposable to complete building for wall, hence it is evident that construction efficiency is improved, and can guarantee wall quality,
Wall stability is good, easy for construction.
Specifically, the technical solution adopted in the utility model is:
A kind of walls concrete integrated cast structure, the integrated cast structure include: several sheet frames, are vertically arranged, respectively include one
Square floor, four side of bottom plate are bent to form bending part to bottom plate the same face respectively, four bending part vertical base plate surfaces settings and
Four bending parts surround to form a framework, and four bending part surfaces open up several companies along bending part length direction interval respectively
Connect hole；Several connecting rods are inserted in corresponding two connecting hole between adjacent two sheet frame respectively, form the spelling between two sheet frames
It connects, be superimposed；Several sheet frames transversely with longitudinal superposition, assembly, and are fixed by the connecting rod, and are formed four and are arranged along the vertical direction
Sheet frame unit；Four sheet frame units are successively spliced to form a pouring frame, and the casting mount structure is corresponding with wall body structure, and four
A sheet frame unit respectively corresponds the outer wall, inner wall and two sidewalls of wall, and the casting for being poured concrete is formed on the inside of pouring frame
Inner cavity；Adjacent two bending part between adjacent two sheet frame of adjacent two sheet frames unit is closed to be connected by fastener, is formed to wall
Engagement at outer wall and side wall, inner wall and side wall connecting corner.
Further, the fastener is square tube, is vertically arranged, the adjacent two sides of square tube are respectively between square tube short transverse
It separates and sets several connection through-holes corresponding with the connecting hole, the connecting rod sequentially passes through connecting hole and connection through-hole, shape
At the connection between adjacent two sheet frame of adjacent two sheet frames unit.
Further, the connecting rod is bolt, and accordingly, the connecting hole is screw hole.
Further, the sheet frame bottom plate corresponds to the casting inner cavity far from the one side of bending part.
Further, corresponding wall outer wall and inner wall, the backplate surface point of the sheet frames of two sheet frame units that is oppositely arranged
At least one wall-through hole is not offered, and the wall-through hole between two opposite sheet frames of equal height is symmetrical arranged, a fixed link
It is inserted in the wall-through hole between two opposite sheet frames respectively, forms the fixation between opposite two sheet frame units.
Further, the quantity of the wall-through hole is 1 or 1 or more.
Further, the fixed link is through-wall bolt.
Further, the sheet frame is square steel plate sheet frame.
The utility model has the beneficial effects that:
By sheet frame superposition, it is assemblied to form sheet frame unit, forms pouring frame by four sheet frame unit spliceds, it will be to be installed
The casting that pipeline is installed in pouring frame is intracavitary, and concrete is directly poured into pouring frame, forms wall；
Meanwhile installation pipeline if necessary, pipeline can be installed in casting inner cavity in advance, then be poured concrete, changed
It is existing to slot in surface of wall in the method for installation pipeline, using concrete disposal pouring in the pouring frame put up in advance
To form the pouring procedure of wall, hence it is evident that improve construction efficiency, and can guarantee wall quality, wall stability is good, construction
It is convenient；
It is inserted in connecting hole between adjacent two sheet frame by connecting rod, forms the fixation of two sheet frames, fixed form is simple
It is ingenious；
It is realized and is spliced by fastener between adjacent two sheet frames unit, formed to wall outer wall and side wall, inner wall and side wall
Engagement at connecting corner, the setting of fastener, it is ensured that the stability for the pouring frame that sheet frame unit spliced is formed；
It is fixed between opposite two sheet frame units by fixed link, it is ensured that pouring frame is poured stabilization in Concrete, steady
Gu and can determine the thickness of wall by the length of fixed link
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of walls concrete integrated cast structure provided by the utility model；
Fig. 2 is the structural representation of each building block in a kind of walls concrete integrated cast structure provided by the utility model
Figure.
Specific embodiment
The utility model is described further below by specific embodiment, but to be not intended to limit this practical new for embodiment
The protection scope of type.
Embodiment 1
Referring to Fig. 1 and Fig. 2, a kind of walls concrete integrated cast structure provided by the utility model, the integrated cast structure packet
Include: several sheet frames 1 are vertically arranged, and respectively include a square floor 11,11 4 side of bottom plate is respectively to 11 the same face bent of bottom plate
At bending part 12, four 12 vertical base plate of bending part, 11 surfaces are arranged and four bending parts 12 surround to form a framework 120, described
Four 12 surfaces of bending part open up several connecting holes 121 along 12 length direction interval of bending part respectively；Several connecting rods 2, respectively
It is inserted in corresponding two connecting hole 121 between adjacent two sheet frame 1, forms splicing, superposition between two sheet frames 1；Several sheet frames 1
It is and fixed by connecting rod 2 transversely with longitudinal superposition, assembly, form four sheet frame units 10 being arranged along the vertical direction；Four
A sheet frame unit 10 is successively spliced to form a pouring frame 20, and 20 structure of pouring frame is corresponding with wall body structure, four sheet frames
Unit 10 respectively corresponds the outer wall, inner wall and two sidewalls of wall, is formed on the inside of pouring frame 20 for being poured in the casting of concrete
Chamber (21)；Adjacent two bending part 12 between adjacent two sheet frame 1 of adjacent two sheet frames unit 10 is closed to be connected by fastener 3, shape
Engagement at pairs of wall outer wall and side wall, inner wall and side wall connecting corner.
Further, the fastener 3 is square tube, is vertically arranged, the adjacent two sides of square tube are respectively along square tube short transverse
Interval opens up several connection through-holes 31 corresponding with the connecting hole 121, and the connecting rod 2 sequentially passes through 121 He of connecting hole
Through-hole 31 is connected, the connection between adjacent two sheet frame 1 of adjacent two sheet frames unit 10 is formed.
Further, the connecting rod 2 is bolt, and accordingly, the connecting hole 121 is screw hole.
Further, 1 bottom plate 11 of sheet frame corresponds to the casting inner cavity 21 far from the one side of bending part 12.
Further, the sheet frame 1 is square steel plate sheet frame.
The method for carrying out concrete casting using the walls concrete integrated cast structure, the method includes walking as follows
It is rapid:
1) several sheet frames 1 are taken, which is transversely in turn connected to form transverse plate frame unit 200, several transverse directions
Sheet frame subelement 200 is sequentially overlapped along longitudinal direction, forms a sheet frame unit 10 for erectting setting, four sheet frame units 10 successively phase
It connects, surround to form a pouring frame 20,20 structure of pouring frame is corresponding with wall body structure, and four sheet frame units 10 respectively correspond
Outer wall, inner wall and the two sidewalls of wall form the casting inner cavity 21 for being poured concrete, adjacent two sheet frame on the inside of pouring frame 20
The fixation that connecting hole 121 is formed between adjacent two sheet frame 1 is inserted in by connecting rod 2 between 1；
2) in four sheet frame units 10 for constituting pouring frame 20, being located on the same floor for two adjacent sheet frame units 10 is adjacent
It is connected between two sheet frames 1 by fastener 3, several fasteners 3 sequentially connected along the vertical direction are cooperatively formed to adjacent two plate
Connection, fixation between frame unit 10 take fixed link 4 to be inserted in opposite two sheet frames, 1 bottom plate 11 of opposite two sheet frame units 10
In wall-through hole 13, the fixation between opposite two sheet frames 1 to opposite two sheet frame units 10 is formed；
3) concrete is poured into casting inner cavity 21；
4) pouring frame 20, fastener 3 and fixed link 4 are removed in the concrete setting being poured to step 3), complete wall
Body is built.
Wherein, pipeline can be installed in casting inner cavity 21 in advance, then be poured concrete by installation pipeline if necessary.
Embodiment 2
Corresponding wall outer wall and inner wall, 11 surface of bottom plate of the sheet frames 1 of two sheet frame units 10 that is oppositely arranged opens respectively
Equipped at least one wall-through hole 13, the wall-through hole 13 between two opposite sheet frames 1 of equal height is symmetrical arranged, a fixed link
4 are inserted in respectively in the wall-through hole 13 between two opposite sheet frames 1, form the fixation between opposite two sheet frame units 10.
Further, the fixed link 4 is through-wall bolt.
Remaining is the same as embodiment 1.
Embodiment 3
The quantity of the wall-through hole 13 is 1 or 1 or more.
Remaining is the same as embodiment 2.
Although above having made detailed description to the utility model with generality explanation and specific embodiment,
On the basis of the utility model, it can be made some modifications or improvements, or some functional module is deleted, this is to ability
It is obvious for field technique personnel.Therefore, these modifications made on the basis of without departing from the spirit of the present invention
Or improve or delete, belong to the range of the requires of the utility model protection.
Claims (8)
1. a kind of walls concrete integrated cast structure, which is characterized in that the integrated cast structure includes:
Several sheet frames (1), are vertically arranged, and respectively include a square floor (11), and (11) four side of bottom plate is same to bottom plate (11) respectively
It is bent to form on one side bending part (12), four bending part (12) vertical base plate (11) surfaces are arranged and four bending parts (12) are surrounded
It is formed a framework (120), four bending parts (12) surface opens up several companies along bending part (12) length direction interval respectively
Connect hole (121)；
Several connecting rods (2) are inserted in corresponding two connecting hole (121) between adjacent two sheet frame (1) respectively, form two sheet frames
(1) splicing, superposition between；Several sheet frames (1) are and fixed by connecting rod (2) transversely with longitudinal superposition, assembly, formed
Four sheet frame units (10) being arranged along the vertical direction；
Four sheet frame units (10) are successively spliced to form a pouring frame (20), and pouring frame (20) structure is opposite with wall body structure
It answers, four sheet frame units (10) respectively correspond the outer wall, inner wall and two sidewalls of wall, are formed on the inside of pouring frame (20) for being poured
The casting inner cavity (21) of concrete；
Adjacent two bending part (12) between adjacent two sheet frame (1) of adjacent two sheet frames unit (10) is closed through fastener (3) even
It connects, is formed to the engagement at wall outer wall and side wall, inner wall and side wall connecting corner.
2. walls concrete integrated cast structure according to claim 1, which is characterized in that the fastener (3) is square tube, is erected
Straight setting, the adjacent two sides of square tube open up along square tube short transverse interval several corresponding with the connecting hole (121) respectively
It connects through-hole (31), the connecting rod (2) sequentially passes through connecting hole (121) and connection through-hole (31), forms adjacent two sheet frames list
Connection between adjacent two sheet frame (1) of first (10).
3. walls concrete integrated cast structure according to claim 1, which is characterized in that the connecting rod (2) is bolt, right
Ying Di, the connecting hole (121) are screw hole.
4. walls concrete integrated cast structure according to claim 1, which is characterized in that sheet frame (1) bottom plate (11) is remote
One side from bending part (12) corresponds to the casting inner cavity (21).
5. walls concrete integrated cast structure according to claim 1, which is characterized in that corresponding wall outer wall and inner wall,
Bottom plate (11) surface of the sheet frame (1) for two sheet frame units (10) being oppositely arranged offers at least one wall-through hole (13) respectively,
Wall-through hole (13) between two opposite sheet frame (1) of equal height is symmetrical arranged, and a fixed link (4) is inserted in two-phase respectively
Fixation in the wall-through hole (13) between sheet frame (1), being formed between opposite two sheet frame units (10).
6. walls concrete integrated cast structure according to claim 5, which is characterized in that the quantity of the wall-through hole (13) is
1 or 1 or more.
7. walls concrete integrated cast structure according to claim 5, which is characterized in that the fixed link (4) is spiral shell through walls
Bolt.
8. walls concrete integrated cast structure according to claim 1, which is characterized in that the sheet frame (1) is square steel
Plate sheet frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821204133.0U CN208668692U (en) | 2018-07-27 | 2018-07-27 | A kind of walls concrete integrated cast structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821204133.0U CN208668692U (en) | 2018-07-27 | 2018-07-27 | A kind of walls concrete integrated cast structure |
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| Publication Number | Publication Date |
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| CN208668692U true CN208668692U (en) | 2019-03-29 |
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| CN201821204133.0U Active CN208668692U (en) | 2018-07-27 | 2018-07-27 | A kind of walls concrete integrated cast structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951970A (en) * | 2018-07-27 | 2018-12-07 | 李仁辉 | A kind of walls concrete integrated cast structure and its pouring procedure |
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2018
- 2018-07-27 CN CN201821204133.0U patent/CN208668692U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951970A (en) * | 2018-07-27 | 2018-12-07 | 李仁辉 | A kind of walls concrete integrated cast structure and its pouring procedure |
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