CN106223459B - A kind of extrusion forming fibre cement house and its method of construction - Google Patents
A kind of extrusion forming fibre cement house and its method of construction Download PDFInfo
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- CN106223459B CN106223459B CN201610598979.6A CN201610598979A CN106223459B CN 106223459 B CN106223459 B CN 106223459B CN 201610598979 A CN201610598979 A CN 201610598979A CN 106223459 B CN106223459 B CN 106223459B
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention provides a kind of extrusion fiber cement board house and its construction process, belong to building field.It includes ground, wall and floor, wall is set on ground, floor is layed on wall and collar tie beam slot is formed between wall, sleeper hole and wallboard hole are provided in wall, floor has floor hole, closeouts are both provided in floor hole and wallboard hole, floor hole and wallboard hole are separated to form the part close to the part of collar tie beam slot and separate collar tie beam slot by closeouts, floor hole and wallboard hole are connected close to the part of collar tie beam slot and sleeper hole with collar tie beam slot, when pouring, integrated mortar is poured in collar tie beam slot, floor hole, wallboard hole and sleeper hole.The house for pouring out in this way, collar tie beam link into an integrated entity with wallboard, floor and ground, and house integral structure is stablized, while soundproof effect is good, and intensity is high, and shock resistance is strong.
Description
Technical field
The present invention relates to building field, in particular to a kind of extrusion fiber cement house and its method of construction.
Background technology
The wall of conventional house generally is built to fold with block material and be formed, and industrialized building energy conservation and environmental protection is that country advocates energetically
The direction of development, it is contemplated that Post Industrialization building accounting reached the 30% of new building in 10 years.PC parts on-site consolidation and steel construction bone
Frame hangs the mainstream that wall board is current industrialized building.
Extrusion molding fiber cement board is using cellulose fibre and polypropylene fibre as reinforcing material, with normal silicate water
Mud etc. is matrix with the mortar that water forms, and has the plank of a variety of section configurations made of extruded molding.In current building
Industry, extrusion forming fiber cement board are typically used as interior wall partition wall or exterior wall and use steel structure framework, extrusion forming fiber water
Steel structure framework is hung on outside mud plate to decorate, above-mentioned construction method is required to be supported to increase room using a large amount of steel construction
Room intensity, and house wallboards, ground and floor are difficult to form overall structure, while need to carry out when pouring ring beam reinforcing steel bar cage
Formwork, costly and time consuming length.
Invention content
The purpose of the present invention is to provide a kind of extrusion fiber cement house, which is built into
This is low, and method is simple, and the intensity of house integral structure is high, and shock resistance is strong.
Another object of the present invention is to provide the construction process of above-mentioned extrusion fiber cement house, method of construction letter
Singly, additional formwork is not required to during construction, and the house integral structure intensity built is high, shock resistance is strong.
Realization that the present invention adopts the following technical solutions：
A kind of extrusion forming fibre cement house, including ground, wall and floor, wall is set on ground, building
Plate is layed on wall and collar tie beam slot is formed between wall, is provided with sleeper hole and wallboard hole in wall, in wallboard hole in
The first closeouts are provided with, wallboard hole is separated into close to the Part III of collar tie beam slot and far from collar tie beam slot by the first closeouts
Part IV, floor have floor hole, are set in floor hole there are two the second closeouts, two the second closeouts divide floor hole
It is divided into the Liang Ge first parts close to collar tie beam slot and the second part of separate collar tie beam slot, the first part of floor hole and sleeper hole
It connects with collar tie beam slot, has been poured in collar tie beam slot, the first part of floor hole, the Part III in wallboard hole and sleeper hole
The mortar of one.
The method of construction of above-mentioned extrusion forming fibre cement house, includes the following steps：Ground is set；Wall is set
In on ground, in being laid with floor on wall, make to form collar tie beam slot between floor and wall；In setting the first closeouts in wallboard hole,
In setting the second closeouts in floor hole, to the first part of collar tie beam slot, sleeper hole, the Part III in wallboard hole and floor hole
Inside pour mortar.
The advantageous effect of extrusion fiber cement house and its construction process provided in an embodiment of the present invention is extrusion fiber
For cement house by the use of extrusion molding fiber cement board as wall, wall is hollow-core construction, more traditional mixed mud material it is thin and
Weight mitigates significantly, reduces component expense, and the hoisting machinery for not needing to be large-scale can construct, and can mitigate the burden on basis, so as to
Advantageously reduce building cost.In addition, collar tie beam slot is directly surrounded between wall and floor, without additional formwork, so as to avoid circle
Beam is exposed.In addition, collar tie beam slot, sleeper hole, the Part III in wallboard hole and floor hole first part be interconnected and pour
The mortar of one, wall and floor form entirety so that the integrally-built intensity in house improves, shock resistance enhancing.
Description of the drawings
It in order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair
The restriction of range, for those of ordinary skill in the art, without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings and also belong to protection scope of the present invention.
Fig. 1 is the structure diagram of extrusion fiber cement house provided in an embodiment of the present invention；
Fig. 2 is the structure diagram of ground in the extrusion fiber cement house that the embodiment of the present invention provides；
Fig. 3 is the close-up schematic view at III in Fig. 2；
Fig. 4 is the partial structural diagram of the wall of extrusion fiber cement house that the embodiment of the present invention provides；
Fig. 5 is the connection structure signal of sleeper steel reinforcement cage in the extrusion fiber cement house that the embodiment of the present invention provides
Figure；
Fig. 6 is another structure diagram of extrusion fiber cement house deadlight that the embodiment of the present invention provides；
Fig. 7 is the structure diagram of the floor of extrusion fiber cement house that the embodiment of the present invention provides；
Fig. 8 is the structure diagram of the collar tie beam of extrusion fiber cement house that the embodiment of the present invention provides；
Fig. 9 is the structure diagram in the wallboard hole of extrusion fiber cement house that the embodiment of the present invention provides；
Figure 10 is the structure diagram of the collar tie beam slot of extrusion fiber cement house that the embodiment of the present invention provides.
Reference numeral summarizes：
Extrusion molding fibre cement house 100；Ground 101；Ground steel reinforcement cage 102；Extend muscle 103；Wallboard 104；Secretly
Column steel reinforcement cage 105；Floor 106；Floor bar 107；Wall 108；Ring beam reinforcing steel bar cage 109；Collar tie beam slot 110；Mortar 112；Spiral
Hoop 114；Wall face 401；Rib 402；Inner wall surface 403；Sleeper hole 404；Wallboard hole 405；Arc groove 406；Dovetail 407；Glue
Item 408；Tenon mouth 409；Tenon 410；Part III 411；Part IV 412；Floor hole 601；First closeouts 602；First
Divide 603；Second part 604；Second closeouts 605.
Specific embodiment
Purpose, technical scheme and advantage to make the embodiment of the present invention are clearer, below in conjunction with the embodiment of the present invention
In attached drawing, the technical solution in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
Part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented
The component of example can be configured to arrange and design with a variety of different.Therefore, below to provide in the accompanying drawings the present invention reality
The detailed description for applying example is not intended to limit the range of claimed invention, but is merely representative of the selected implementation of the present invention
Example.Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without creative efforts
Every other embodiment, shall fall within the protection scope of the present invention.
It should be noted that：Similar label and letter represents similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need to that it is further defined and explained in subsequent attached drawing.
Fig. 1 is the structure diagram of extrusion fiber cement house provided in this embodiment.Referring to Fig. 1, the present embodiment
Extrusion forming fibre cement house 100 include ground 101, wall 108, floor 106 and ring beam reinforcing steel bar cage 109.
Ground 101 can be arranged to flat base form according to the difference of landform, can also be arranged to deep basal pit pile
Form.Fig. 2 is the structure diagram of ground 101 in the present embodiment, referring to Fig. 2, ground 101 includes ground steel reinforcement cage 102, and
It is cast on ground steel reinforcement cage 102 and is formed by mortar 112, ground steel reinforcement cage 102 is laid with, such as this implementation by house desigh
Example is laid in rectangle, and ground steel reinforcement cage 102 connects into caged by more reinforcing bar braidings.In addition, ground steel reinforcement cage 102 is provided with
More elongation muscle 103, elongation muscle 103 stretch out ground 101.Fig. 3 is the partial enlargement signal of ground steel reinforcement cage 102 in the present embodiment
Figure.Also referring to Fig. 2 and Fig. 3, in the present embodiment, elongation muscle 103 for example connect and is vertically arranged with ground steel reinforcement cage 102,
It is spaced apart between adjacent two elongations muscle 103.Preferably, elongation muscle 103 can be positioned only at the load bearing wall in house
At position.
Fig. 4 is the partial structural diagram of wall 108 in extrusion fiber cement house 100 provided in this embodiment.Please
Refering to Fig. 4, in the present embodiment, wall 108 includes the enclosing of polylith wallboard 104 and is spliced, and every block of wallboard 104 is erected on ground
101, e.g., wall face 401 and inner wall surface 403 are set perpendicular to ground 101.Fig. 4 is schematically shown as two pieces of 104 junctions of wallboard
Structure diagram.Wallboard 104 is extrusion forming fiber cement board, has multiple wallboards of perforation 104 opposite end surface of wallboard
The length direction in hole 405 namely wallboard hole 405 is also perpendicularly to ground 101.Wherein, every block of wallboard 104 has is located at when mounted
Wall face 401 on the outside of house and the inner wall surface 403 being located at when mounted on the inside of house.On the outside of house herein and house
Inside is referred respectively to close to the side of outdoor and close to indoor side.In addition, every block of wallboard 104 is located at 401 He of wall face
Side between inner wall surface 403 is provided with dovetail 407, passes through 407 joggle of dovetail between adjacent two blocks of wallboards 104.For example,
In the present embodiment, dovetail 407 includes tenon 410 or tenon mouth 409, the tenon 410 and phase of the dovetail 407 of every block of wallboard 104
The tenon mouth 409 of the dovetail 407 of adjacent wallboard 104 coordinates joggle.
In addition, can set adhesive tape 408 at connecting sewing between adjacent two blocks of wallboards 104, adhesive tape 408 is for being tightly connected
Seam, prevents when pouring mortar 112, and mortar 112 is overflowed from connecting sewing.
Please continue to refer to Fig. 4, side of the every block of wallboard 104 between wall face 401 and inner wall surface 403, which is both provided with, to be passed through
The arc groove 406 of 104 opposite end surface of logical wallboard, arc groove 406 are located at the opposite side of wallboard 104 namely arc groove 406
Extending direction it is roughly the same with the length direction in wallboard hole 405, when the dovetail 407 that two blocks of wallboards 104 pass through mutual cooperation
After being stitched together, the arc groove 406 of adjacent two blocks of wallboards 104 is opposite to surround sleeper hole 404, and the both ends in sleeper hole 404 are passed through
Plate 104 through walls.The effect in sleeper hole 404 is that two blocks of adjacent wallboards 104 link into an integrated entity formula structure, meanwhile, subsequently pouring
When building collar tie beam, make part mortar 112 enter wallboard 104 in solidify, and collar tie beam and wallboard 104 are connected it is integral, so as to carry
The integral strength in high house.In addition, in the present embodiment, sleeper steel reinforcement cage 105 is provided in sleeper hole 404, Fig. 5 shows this reality
The connection structure of sleeper steel reinforcement cage 105 in example is applied, sleeper steel reinforcement cage 105 is formed by single steel bar, on sleeper steel reinforcement cage 105
Sleeper hole 404 is stretched out at end, and the position in sleeper hole 404 is corresponding with the position for extending muscle 103, so that wallboard 104 is set on ground 101
Ground steel reinforcement cage 102 on when, elongation muscle 103 can stretch into sleeper hole 404 and pass through spiral hoop 114 with sleeper steel reinforcement cage 105
Direct banding connection.Preferably, the length that elongation muscle 103 is stretched into sleeper hole 404 is advisable with 30cm~50cm.
The lateral reserved set progress connection mode of setting is different in wallboard 104 from traditional wallboard 104, in the present embodiment
Wallboard 104 between connected by 407 joggle of dovetail of mutual cooperation, and pass through the setting sleeper steel in sleeper hole 404
Muscle cage 105, when pouring collar tie beam, mortar 112, which enters in sleeper hole 404, links into an integrated entity two blocks of adjacent wallboards 104, wallboard
Connection structure between 104 is more stablized, and without additional joint filling, while can also save the material of the reserved set of setting.It is also, dark
Column steel reinforcement cage 105 is connect with elongation muscle 103 so that ground steel reinforcement cage 102 links into an integrated entity with sleeper steel reinforcement cage 105, so as to improve
The integral strength in house.In the present embodiment, the density about 1.8-1.9 of the extrusion fiber cement plate as wallboard 104, and wallboard
104 and floor 106 be hollow-core construction, the wall weight of more traditional mixed mud material mitigates significantly, reduces a large amount of component
Expense；The hoisting machinery for not needing to be large-scale can construct, and can also mitigate the burden on basis, and building cost substantially reduces.Meanwhile it squeezes
The compactness for pressing fiber cement board is high, and intensity is high, more than 5 times or more of national related building walling standard.Material is closely knit and is
Hollow structure, sound insulation effect is good, thinner than traditional wall by 40%, dramatically increases indoor more than 30% usable floor area.104 surface of wallboard
Water absorption rate is low, even positioned at the more wet area such as toilet kitchen wallboard 104 without doing water-proofing treatment.
It should be noted that sleeper hole 404 can also be arranged in monolithic wallboard 104, that is to say directly in wallboard 104
Portion opens up a vertical through-hole as sleeper hole 404.As shown in fig. 6, another wallboard 104 is present embodiments provided, wherein,
Wallboard 104 is provided with vertical sleeper hole 404 between wall face 401 and inner wall surface 403, and sleeper hole 404 penetrates through wallboard
104 opposite end surface namely the extending direction in sleeper hole 404 are roughly the same with the length direction in wallboard hole 405.Shown in Fig. 6
104 mounting means of wallboard it is identical with aforementioned wallboard 104.It it should be noted that also can be by the wallboard hole of wallboard 104 itself
405 as sleeper hole 404, and sleeper steel reinforcement cage 105 can also be used and be carried out by the cage structure that more bar connectings are formed
It substitutes.
Fig. 7 be the present embodiment in floor 106 structure diagram, referring to Fig. 7, floor 106 be embedded with it is a row or multi-row
Floor bar 107, the present embodiment are, for example, two rows, and floor bar 107 runs through the opposite end of floor 106, floor bar 107
The length direction of extending direction and floor 106 is substantially in the same direction.And floor 106 is hollow extrusion forming fiber cement board,
On be provided with multiple floor holes 601, multiple floor holes 601 on same floor 106 extend in the same direction, wherein each floor
The extending direction in hole 601 is roughly the same with the extending direction of floor bar 107 and runs through the both ends of floor 106.
Fig. 8 is the structure diagram of the present embodiment Girth, referring to Fig. 8, there are two the second envelopes for setting in floor hole 601
Blocking piece 605, two the second closeouts 605 are oppositely arranged on the both ends of single floor hole 601.In this way, two the second closeouts 605
Floor hole 601 is separated into Liang Ge first parts 603 and second part 604, wherein first part 603 is relative to second part
604 closer to collar tie beam slot 110, that is to say that first part 603 is the part of the close collar tie beam slot 110 of floor hole 601, second part
604 be the part of the separate collar tie beam slot 110 of floor hole 601, meanwhile, second part 604 between Liang Ge first parts 603,
And first part 603 is connected with collar tie beam slot 110, and two the second closeouts 605 are located at the both ends of second part 604,
Due to the closure of two the second closeouts 605 so that second part 604 completely cuts off with collar tie beam slot 110.Closeouts preferably use sponge
Plug.
Fig. 9 shows the structure in the present embodiment deadlight hole 405, and Figure 10 shows the knot of the present embodiment Girth slot 110
Structure, also referring to Fig. 8, Fig. 9 and Figure 10, one end of the separate ground 101 of every block of wallboard 104 is provided with rib 402, rib
402 along wall face 401 to far from ground 101 direction extension and with wallboard 104 integrated molding be made, the height of rib 402 with
The design height of collar tie beam is identical or somewhat larger.
The tiling of floor 106 is set to 104 top of wallboard, and collar tie beam slot 110 is surrounded between floor 106 and rib 402.Building
After the laying of plate 106 forms collar tie beam slot 110, collar tie beam slot 110 and the Part III 411 and floor in sleeper hole 404, wallboard hole 105
The first part 603 in hole 601 connects, and ring beam reinforcing steel bar cage 109 is set in collar tie beam slot 110.The stretching floor of floor bar 107
106 part is connect with ring beam reinforcing steel bar cage 109, due to floor bar 107 and unclosed into reserved set form, with collar tie beam
It, can be by directly by linking into an integrated entity with ring beam reinforcing steel bar cage 109 in a manner of spiral hoop when steel reinforcement cage 109 connects, the steel in entire house
Girder construction is more stablized.Likewise, the part that sleeper steel reinforcement cage 105 stretches out sleeper hole 404 is also connect with ring beam reinforcing steel bar cage 109,
Ground steel reinforcement cage 102, sleeper steel reinforcement cage 105, ring beam reinforcing steel bar cage 109 and floor bar 107 are connected with each other integrally in this way, are formed
Three-dimensional steel rod-mesh skeleton, so as to be conducive to improve the intensity and shock resistance of house entirety.
Preferably, ground steel reinforcement cage 102, sleeper steel reinforcement cage 105, floor bar 107, ring beam reinforcing steel bar cage 109 can be with
Prepared using screw-thread steel, the screw thread on screw-thread steel can increase the contact area with mortar 112, increase mortar 112 and steel it
Between adhesion strength, further improve house intensity, increase the shock resistance in house.
Please continue to refer to Fig. 8, preferably, the effect of the second closeouts 605 is when pouring mortar 112, mortar 112 is prevented
Enter in floor hole 601 from collar tie beam slot 110 is excessive, on the one hand can save mortar 112, it is cost-effective, it on the other hand can be with
The gross weight in house is reduced, and ensures the structural stability in house.Likewise, refering to Fig. 9, can also be set in wallboard hole 405 with
The first similar closeouts 602 in floor hole 601, set-up mode can be with the set-up modes of the closeouts 602 in floor hole 601
Identical, the material of the first closeouts 602 can also be identical with the second closeouts 605, and the first closeouts 602 divide wallboard hole 405
Part III 411 and Part IV 412 are divided into, wherein, Part III 411 is compared to Part IV 412 closer to collar tie beam slot
111, while Part III 411 is connected with collar tie beam slot 110.And more preferably embodiment is, closeouts 602 are set to wallboard
At 30cm~50cm apart from collar tie beam slot 110 in hole 405 and be set in floor hole 601 apart from collar tie beam slot 110
At 30cm~50cm, the depth that is to say first part 603 is 30cm~50cm.In this way when pouring mortar 112, mortar 112
It is deep that about 30cm~50cm can be flowed into wallboard hole 405 and floor hole 601, by the connection of mortar 112, can by wallboard 104,
Floor 106 and collar tie beam connect into an entirety.
When floor is multilayer, the upper end of sleeper steel reinforcement cage 105 can also continue to after being connect with ring beam reinforcing steel bar cage 109 to
It is upper to stretch out and as the elongation muscle 103 of a upper floor, for being connect with the sleeper steel reinforcement cage 105 of a upper floor.It can also enclose
Individually elongation muscle 103 is set on beam steel cage 109, for being connect with the sleeper steel reinforcement cage 105 of a upper floor.Pass through this side
Formula, when house is more floors, every layer of sleeper steel reinforcement cage 105, ring beam reinforcing steel bar cage 109 and floor bar 107 can connect
Integrally, three-dimensional steel rod-mesh skeleton is formed, also, the sleeper hole 404 of a upper floor is to connect with the collar tie beam slot 110 of next floor
, each floor can be securely attached to together after pouring mortar 112.
Extrusion fiber cement house provided in this embodiment is by the sleeper steel reinforcement cage 105 of setting, collar tie beam in sleeper hole 404
Steel reinforcement cage 109, floor bar 107 and ground steel reinforcement cage 102 connect into a firm three-dimensional steel rod-mesh skeleton, do not need to
The structures such as wallboard 104, the reserved set of the setting of floor 106, can save great deal of steel, save a large amount of working hours, while mortar 112 enters
In the Part III 411 of the first part 603 of floor hole 106, sleeper hole 404 and wallboard hole 405, ground 101, wallboard 104,
Floor 106 is connected integral by mortar 112, and building structure intensity is big, and shock resistance is strong.
Above-mentioned extrusion fiber cement house 100 is built form by the following method：
First, ground 101 is set：In ground pile or flat base setting ground steel reinforcement cage 102, ground steel reinforcement cage 102
It is installed along the weight-bearing position of house desigh, elongation muscle 103 is set in ground steel reinforcement cage 102 and pours the formation ground of mortar 112
101, elongation muscle 103 connect with ground steel reinforcement cage 102 and perpendicular to ground 101 to far from 101 side of ground stretching about 30cm~
50cm.Later, wallboard 104 is mounted on ground 101, polylith wallboard 104 passes sequentially through the dovetail 407 of mutual cooperation
It is stitched together, forms wall 108.During splicing, the connecting sewing setting adhesive tape 408 between adjacent two blocks of wallboards 104 is sealed.
Meanwhile the arc groove 406 of two blocks of adjacent wallboards 104 is enclosed sleeper hole 404, it, will be dark when wallboard 104 is installed
The position of post holes 404 is corresponding with 103 position of elongation muscle, the setting sleeper steel reinforcement cage 105 in sleeper hole 404, and will extend muscle 103
It is connect with sleeper steel reinforcement cage 105 with spiral hoop 114.The splicing of wallboard 104 forms house frame after being completed.In wallboard 104
One end setting rib 402 of the separate ground 101 of wall face 401, the height of rib 402 are high compared with inner wall surface 403.Rib 402 can
To be directly arranged at the wall face 401 of wallboard 104, such as by integrally formed mode wall face 401 is connect with rib 402
Integrally.In the present embodiment, wallboard 104 in production, what the upper end of wall face 401 and the upper end of inner wall surface 403 were generally flush with, wall
In 104 installation process of plate, notch is processed, such as mill out notch in the upper end of inner wall surface 403.In this way inner wall surface 403 compared to
Wall face 401 is lower, the part of part corresponding with the gap position in the inner wall surface 403 protrusion inner wall surface 403 of wall face 401
Just rib 402 is formed, it is integrally formed for that is to say rib 402 and wall face 401, sets the mode advantage of rib 402 in this way
It is, for wallboard 104 in production, wall face 401 and inner wall surface 403 are flush with each other, facilitate placement, stack, conducive to production.
It will not need to be sealed there are gap between wall face 401 and rib 402, do not had to concern when subsequently pouring collar tie beam simultaneously
Mortar 112 overflows.
Floor 106 is layed in one end of the separate ground 101 of the inner wall surface 403 of wallboard 104, in this way, floor 106 with
Just collar tie beam slot 110 is formed between rib 402, and at this point, sleeper hole 404, floor hole 601 and wallboard hole 405 are and circle
What beam slot 110 connected, ring beam reinforcing steel bar cage 109 is set in collar tie beam slot 110, and by the stretching sleeper hole of sleeper steel reinforcement cage 105
404 part is connect with ring beam reinforcing steel bar cage 109, and floor bar 107 is stretched out the part of floor 106 and ring beam reinforcing steel bar cage 109 connects
It connects.When ring beam reinforcing steel bar cage 109 is connect with sleeper steel reinforcement cage 105 and floor bar 107, it is preferred to use spiral hoop 114
Form is attached.
Second closeouts 605 are set in floor hole 601, the first closeouts 602 are set in wallboard hole 405, if
The position put is set according to house integral strength, is advisable deeply with 30cm~50cm.After being provided with, poured into collar tie beam slot 110
Mortar 112.Since the first part 603 of the Part III 411 in wallboard hole 405, sleeper hole 404, floor hole 601 is and collar tie beam
What slot 110 connected, therefore when pouring, mortar 112 can enter sleeper hole 404, the first part 603 of floor hole 601 and wallboard
Hole 405 is interior and forms integrated 112 structure of mortar.But due to the setting of closeouts 602, mortar 112 enter floor hole 601 and
Depth in wallboard hole 405 is artificially controlled, after the solidification of mortar 112, floor hole 601, wallboard hole 405 and sleeper hole 404
Just it links into an integrated entity with the collar tie beam poured out.
When floor is multilayer, when setting ring beam reinforcing steel bar cage 109, while Stall is set on ring beam reinforcing steel bar cage 109
The elongation muscle 103 of layer, after the completion of collar tie beam pours, elongation muscle 103 stretches out collar tie beam, then the wallboard 104 of a upper floor is set upwards
It is in collar tie beam, the sleeper hole 404 of the wallboard 104 of a upper floor is corresponding with 103 position of elongation muscle being set on collar tie beam, in repetition
State construction process.
This construction mode is due to directly utilizing the gap between rib 402 and floor 106 to form collar tie beam slot 110, circle
After the completion of beam pours, rib 402, floor 106 connect integral with collar tie beam, therefore do not need to additional formwork and form removal, can be with
A large amount of template and working hour are saved, advantageously reduces construction cost, while the collar tie beam of traditional formwork way can also be avoided to pour
The defects of collar tie beam out-of-flatness that the mode of building generates, leakage.Pass through the dovetail of mutual cooperation between wallboard 104 in the present embodiment
407 joggles connect, and by the setting sleeper steel reinforcement cage 105 in sleeper hole 404, when pouring collar tie beam, mortar 112 enters dark
Two blocks of adjacent wallboards 104 are linked into an integrated entity in post holes 404, the connection structure between wallboard 104 is more stablized, without additional
Joint filling.Also, sleeper steel reinforcement cage 105 is linked into an integrated entity by extending muscle 103 with ground steel reinforcement cage 102, while and ring beam reinforcing steel bar
Cage 109 and floor bar link into an integrated entity, and form three-dimensional reinforcing bar mesh cage framework, are conducive to improve the integral strength in house, improve
Shock resistance.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, that is made any repaiies
Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of extrusion forming fibre cement house, which is characterized in that including ground (101), wall (108) and floor
(106), the wall (108) is set on the ground (101), and the floor (106) is layed on the wall (108) simultaneously
Collar tie beam slot (110) is formed between the wall (108), sleeper hole (404) and wallboard hole are provided in the wall (108)
(405), the first closeouts (602) are provided in the wallboard hole (405), first closeouts (602) are by the wallboard hole
(405) Part III (411) close to the collar tie beam slot (110) and the 4th far from the collar tie beam slot (110) are separated into
Divide (412), the floor (106) has floor hole (601), and there are two the second closeouts for the interior setting of the floor hole (601)
(605), the floor hole (601) is separated into two close to the collar tie beam slot (110) by described two second closeouts (605)
First part (603) and the second part (604) far from the collar tie beam slot (110), described the first of the floor hole (601)
Partly (603) and the sleeper hole (404) are connected with the collar tie beam slot (110), the collar tie beam slot (110), the floor hole
(601) the first part (603), the Part III (411) in the wallboard hole (405) and the sleeper hole
(404) integrated mortar (112) is poured in.
2. extrusion forming fibre cement house according to claim 1, which is characterized in that in the sleeper hole (404)
Sleeper steel reinforcement cage (105) is provided with, the collar tie beam slot (110) is provided with ring beam reinforcing steel bar cage (109), the sleeper steel reinforcement cage
(105) it is connect with the ring beam reinforcing steel bar cage (109).
3. extrusion forming fibre cement house according to claim 2, which is characterized in that ground (101) setting
There is elongation muscle (103), the elongation muscle (103) is stretched into the sleeper hole (404) to be connect with the sleeper steel reinforcement cage (105).
4. extrusion forming fibre cement house according to claim 3, which is characterized in that it is described elongation muscle (103) with
The sleeper steel reinforcement cage (105) is connected by spiral hoop (114).
5. extrusion forming fibre cement house according to claim 2, which is characterized in that floor (106) setting
There is floor bar (107), the floor bar (107) connect with the ring beam reinforcing steel bar cage (109).
6. extrusion forming fibre cement house according to claim 1, which is characterized in that the wall (108) includes
Polylith wallboard (104) is connected between every piece of wallboard (104) and the adjacent wallboard (104) by dovetail (407) joggle
It connects.
7. extrusion forming fibre cement house according to claim 6, which is characterized in that every piece of wallboard (104)
Side be provided with arc groove (406), the arc groove (406) of adjacent two pieces of wallboards (104) is opposite surround it is described dark
Post holes (404).
8. extrusion forming fibre cement house according to claim 1, which is characterized in that the wall (108) includes
Polylith wallboard (104), the wallboard (104) have be located at house on the outside of wall face (401) and with the wall face (401)
Opposite inner wall surface (403), one end far from the ground (101) of the wall face (401) are provided with rib (402), institute
It states and the collar tie beam slot (110) is formed between floor (106) and the rib (402).
9. extrusion forming fibre cement house according to claim 8, which is characterized in that the rib (402) is by institute
Wall face part corresponding with the notch on the top of the inner wall surface (403) is stated to be formed.
It is 10. a kind of such as the method for construction of claim 1~9 any one of them extrusion forming fibre cement house, feature
It is, includes the following steps：The ground (101) is set；The wall (108) is set on the ground (101), in institute
It states and floor (106) is laid on wall (108), make to form the collar tie beam slot between the floor (106) and the wall (108)
(110)；In setting the first closeouts (602) in the wallboard hole, in the second closeouts of setting in the floor hole (601)
(605), to the collar tie beam slot (110), the sleeper hole (404), the wallboard hole (405) the Part III (411) with
And pour mortar (112) in the first part (603) of the floor hole (601).
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| CN111809765A (en) * | 2020-06-30 | 2020-10-23 | 唐山昱邦新型建材有限公司 | Construction method for connecting wall boards in overlapped mode through steel bar lap joint areas |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101597920A (en) * | 2008-06-02 | 2009-12-09 | 蒋正波 | Assembled type building construction and method thereof |
| CN101718119A (en) * | 2009-11-17 | 2010-06-02 | 樊立 | Connecting construction method for assembled-type house building |
| CN104831811A (en) * | 2014-02-12 | 2015-08-12 | 赵光林 | Hollow reinforced concrete prefabricated wall body module |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030136071A1 (en) * | 2002-01-23 | 2003-07-24 | Kobayashi Herbert S. | Reinforced concrete slab |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101597920A (en) * | 2008-06-02 | 2009-12-09 | 蒋正波 | Assembled type building construction and method thereof |
| CN101718119A (en) * | 2009-11-17 | 2010-06-02 | 樊立 | Connecting construction method for assembled-type house building |
| CN104831811A (en) * | 2014-02-12 | 2015-08-12 | 赵光林 | Hollow reinforced concrete prefabricated wall body module |
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