CN110469013A - Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method - Google Patents
Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method Download PDFInfo
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- CN110469013A CN110469013A CN201910816088.7A CN201910816088A CN110469013A CN 110469013 A CN110469013 A CN 110469013A CN 201910816088 A CN201910816088 A CN 201910816088A CN 110469013 A CN110469013 A CN 110469013A
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- 239000004568 cement Substances 0.000 title claims abstract description 136
- 239000000835 fiber Substances 0.000 title claims abstract description 118
- 229910000831 Steel Inorganic materials 0.000 claims description 95
- 239000010959 steel Substances 0.000 claims description 95
- 238000010276 construction Methods 0.000 claims description 43
- 230000002787 reinforcement Effects 0.000 claims description 33
- 238000009413 insulation Methods 0.000 claims description 31
- 238000005266 casting Methods 0.000 claims description 17
- 239000006260 foam Substances 0.000 claims description 15
- 210000000614 Ribs Anatomy 0.000 claims description 13
- 230000000875 corresponding Effects 0.000 claims description 11
- 238000003032 molecular docking Methods 0.000 claims description 10
- 239000000789 fastener Substances 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 claims description 6
- 238000009826 distribution Methods 0.000 claims description 5
- 238000001125 extrusion Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 210000003195 Fascia Anatomy 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005755 formation reaction Methods 0.000 claims description 4
- 230000000994 depressed Effects 0.000 claims description 3
- 210000000282 Nails Anatomy 0.000 claims 1
- 239000011094 fiberboard Substances 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract 1
- 238000011068 load Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 9
- 238000000034 method Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 230000003014 reinforcing Effects 0.000 description 6
- 238000005336 cracking Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 210000003205 Muscles Anatomy 0.000 description 2
- 241001465382 Physalis alkekengi Species 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 210000001513 Elbow Anatomy 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
Abstract
The present invention relates to technical field of buildings, it is related to a kind of Cement fibre hollow lath, complete cast-in-place exempts from demoulding building structure and its engineering method.In particular to a kind of Cement fibre hollow lath, Cement fibre hollow lath of the invention includes the plate body of horizontally disposed bar shaped, the plate body is cement fibrolite plate, the upper and lower end face of the plate body is plane, and it is parallel to each other, the multiple upper routing holes and multiple lower routing holes for running through it along its length are respectively equipped with inside the plate body, top of multiple upper routing holes inside the plate body is arranged in a row, lower part of multiple lower routing holes inside the plate body is arranged in a row, distinguish integrally formed horizontal be equipped with to the stitching section extended outside its two sides in the lower end of the plate body two sides.Advantage: rationally, novel, practicability is stronger, changes conventional building construction system, shortens the duration, effectively reduces engineering-built cost for batten design.
Description
Technical field
The present invention relates to technical field of buildings, especially relate to a kind of Cement fibre hollow lath, complete cast-in-place exempt from demoulding building knot
Structure and its engineering method.
Background technique
In traditional concrete structure building building course, first have to complete wall, roofing mould between casting concrete
The fabrication and installation of plate, after the processes such as the pre-buried laying of electric pipeline, binding and fixing can casting concrete, this kind of engineering method design wood
A large amount of uses of material and template, not only construction intensity is high, meanwhile, construction efficiency is low, and building waste is also more and pollutes environment；Together
When, pipelining is constructed cumbersome in cast-in-place structural, and pipeline blockage and floor cracking etc. is easily caused to draw in casting concrete
A series of construction quality common faults of hair, in addition, the duration is longer when existing building floor structural system is constructed, technique ratio
It is cumbersome, and take time and effort, higher cost.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of Cement fibre hollow lath, complete cast-in-place demoulding buildings of exempting to tie
Structure and its engineering method effectively overcome the defect of the prior art.
The technical scheme to solve the above technical problems is that
A kind of Cement fibre hollow lath, the plate body including horizontally disposed bar shaped are provided, above-mentioned plate body is Cement fibre
Plate, the upper and lower end face of above-mentioned plate body is plane, and is parallel to each other, and is respectively equipped with inside above-mentioned plate body and runs through along its length
Its multiple upper routing holes and multiple lower routing holes, top of multiple above-mentioned upper routing holes inside above-mentioned plate body are arranged in a row,
Lower part of multiple above-mentioned lower routing holes inside above-mentioned plate body is arranged in a row, and the lower end difference of above-mentioned plate body two sides is integrally formed
Level is equipped with to the stitching section extended outside its two sides.
Beneficial effect is: batten design is simple, rationally, wears arrangement conducive to pipeline, does not influence batten itself and cast-in-place
The structural strength of floor will not arrange the situations such as the cracking for causing subsequent batten and cast-in-situ floor because of pipeline.
Based on the above technical solution, the present invention can also be improved as follows.
Further, above-mentioned plate body two sides lower end is recessed inwardly, and forms structure between the depressed section and above-mentioned stitching section
Pouring area.
Using the beneficial effect of above-mentioned further scheme be easy for it is subsequent pour and structure pouring area in truss or rib
Effective arrangement, improve the structural behaviour of monolithic architecture.
Further, the top of the longitudinal section of above-mentioned lower routing hole is the isosceles triangle shape of tip upward, above-mentioned upper cloth
String holes is distributed in the top two sides at the tip of each above-mentioned lower routing hole respectively, and under the longitudinal section of each above-mentioned upper routing hole
Portion is tip isosceles triangle shape directed downwardly.
Beneficial effect using above-mentioned further scheme is that structure design comparison is firm, and intensity is preferable.
It also provides and a kind of complete cast-in-place exempts from demoulding building structure, including wall and floor layer structure；Above-mentioned floor layer structure packet
Include Cement fibre hollow lath, triangle steel bar girder, reinforced mesh and concrete layer；Above-mentioned Cement fibre hollow lath is equipped with more
Item, and horizontal alignment distribution respectively, the both ends of above-mentioned Cement fibre hollow lath are above-mentioned with the two sides positioned at opposite sides respectively
The inner top side of wall is connected, and the above-mentioned stitching section of two neighboring above-mentioned Cement fibre hollow lath side close to each other is mutual
It abuts；Above-mentioned triangle steel bar girder is strip, and be equipped with it is multiple, and respectively along the length direction of above-mentioned Cement fibre hollow lath
It is laid between two neighboring above-mentioned Cement fibre hollow lath, two main reinforcements of above-mentioned triangle steel bar girder are located at adjacent
Above the stitching section of two above-mentioned Cement fibre hollow laths, in addition it is hollow to be located at two neighboring above-mentioned Cement fibre for a main reinforcement
Top between batten；Above-mentioned reinforced mesh is equipped with multi-disc, and is layed in the upper of each above-mentioned Cement fibre hollow lath respectively
The above-mentioned concrete layer in portion pours region and two neighboring above-mentioned cement fibre above multiple above-mentioned Cement fibre hollow laths
The region between hollow lath is tieed up, and is formed with above-mentioned wall formed by integrally casting.
Beneficial effect is that structural strength height, quick construction, cost are greatly lowered.
Further, above-mentioned wall includes exterior wall, interior wall and steel mesh, and above-mentioned exterior wall is by multiple vertical external wall cement
Fiber thermal insulation integrated board encloses assembled formation along wall one, and above-mentioned external wall Cement fibre integrated plate for heat insulation includes cuboid
Outer wall batten, the inside of above-mentioned outer wall batten correspond to the two sides of width direction close to its edge position respectively along the length of its own
It is integrally formed equipped with side coaming to spend direction, above-mentioned outer wall batten and above-mentioned side coaming are cement fibrolite plate, the above-mentioned side in two sides
Pouring area is collectively formed between coaming plate and outer wall batten, above-mentioned pouring area, above-mentioned outer wall batten correspond to the above-mentioned side coaming in two sides
The outer surface of the above-mentioned side coaming of inner surface area and two sides other than outside pours the foam cement layer being linked together, and
The foam cement layer wraps the inside side of the above-mentioned side coaming in two sides, and the edge phase of two neighboring above-mentioned outer wall batten
It supports, above-mentioned interior wall encloses vertical assembly along wall one by multiple vertical interior wall strips and formed, and the inside of above-mentioned interior wall strip is along it
Width direction is equipped with the routing hole for being used to bury spool that a row runs through it vertically, and lateral surface is equipped with pouring through it vertically
Slot, and the width for pouring slot is inwardly gradually increased by its notch, above-mentioned steel mesh is laid between above-mentioned exterior wall and interior wall,
It is laid vertically between two above-mentioned side coamings close to each other in two neighboring above-mentioned external wall Cement fibre integrated plate for heat insulation
There is steel bar girder, is connected and fixed on the inside of above-mentioned steel bar girder with above-mentioned steel mesh, has poured coagulation between above-mentioned exterior wall and interior wall
Soil layer.
Further, the position of corresponding above-mentioned pouring area is integrally formed along its length on the inside of above-mentioned outer wall batten is equipped with
Multiple structural strengthening convex ribs, multiple above structures are reinforced convex ribs and are equidistantly spaced apart along its width direction, and are located at above-mentioned hair
Inside soaked mud layer.
Further, it is ecto-entad area that above structure, which reinforces convex ribs along the cross sectional shape of above-mentioned outer wall batten width direction,
The isosceles trapezoidal structure being gradually increased.
Further, above-mentioned outer wall batten and side coaming are by Cement fibre one extruder extrusion molding.
Further, the equal ecto-entad of spacing between the inside side of above-mentioned side coaming is gradually increased, and above-mentioned exterior wall item
The two sides edge of the width direction of plate is located at the opposite outside of two sides side coaming.
Further, the foam cement layer of any side of the width direction of above-mentioned outer wall batten extends to outside the side, and shape
At interconnecting piece is extended, the other side is formed between place and the above-mentioned foam cement layer of corresponding position in inner side edge to be connected with above-mentioned extension
The engaging notch that socket part matches, when two neighboring above-mentioned external wall Cement fibre integrated plate for heat insulation is mutually assembled, wherein one
The extension interconnecting piece of a above-mentioned external wall Cement fibre integrated plate for heat insulation protrudes into another above-mentioned external wall Cement fibre
In the engaging notch of integrated plate for heat insulation, and mutually abuts and coincide.
A kind of engineering method of complete cast-in-place structure of Building That Is Free Of Formwork Removal system is provided, comprising the following steps:
Step 1: wall is built, specifically,
S1, Cement fibre integrated plate for heat insulation and lining are put up in construction at the top of ground or substrustion, and in exterior wall
Steel mesh and steel bar girder are arranged between plate and lining, and are interconnected and fixed steel mesh and steel bar girder；
S2, arrangement electric pipeline is worn in the routing hole of interior wall strip；
S3, the casting concrete between Side fascia and lining；
Step 2: floor supporting is built, specifically,
S4, the upright supports for being used to support above-mentioned Cement fibre hollow lath are built inside wall；
Step 3: floor member is built, specifically,
S5, above-mentioned Cement fibre hollow lath is set up in upright supports upper end, and makes above-mentioned Cement fibre hollow lath
Both ends contacted respectively with the inner top side of interior wall for being located at opposite sides, and make the two of two neighboring Cement fibre hollow lath
The stitching section of side offsets, and the upper layer of arrangement superstructure is worn in multiple upper routing holes of above-mentioned Cement fibre hollow lath
Electric pipeline, worn in multiple above-mentioned lower routing holes arrangement substrustion lower layer's electric pipeline, and with substrustion wall
Interior electric pipeline is connected；
S6, triangle steel bar girder is laid between two neighboring above-mentioned Cement fibre hollow lath, and in each above-mentioned water
Reinforced mesh is laid above mud fiber hollow lath, and is connected and fixed reinforced mesh with adjacent triangle steel bar girder；
Step 4: floor layer pours, specifically,
S7, between two neighboring above-mentioned Cement fibre hollow lath and Cement fibre hollow lath top position continue
Casting concrete, and triangle steel bar girder and reinforced mesh are poured and are embedded in concrete；
Step 5: removing all upright supports after concrete setting.
Beneficial effect is that construction is simple, high-efficient, at low cost.
Further, one end end of the stitching section of above-mentioned Cement fibre hollow lath far from above-mentioned plate body upper end one at
Type is equipped with docking holding section, in above-mentioned S5, docking holding section that two neighboring above-mentioned Cement fibre hollow lath mutually abuts
Between fixation is mutually clamped by fastener.
Beneficial effect using above-mentioned further scheme is that design is reasonable, enables to two neighboring Cement fibre hollow strips
Plate is well docked and is securely linked together, and is conducive to subsequent good construction (pouring).
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the longitudinal section of Cement fibre hollow lath of the invention；
Fig. 2 is the complete cast-in-place structural schematic diagram exempting from demoulding building structure and building early period in construction of the invention；
Fig. 3 is the complete cast-in-place structural schematic diagram for exempting from demoulding building structure of the invention；
Fig. 4 is part A schematic enlarged-scale view in Fig. 3；
Fig. 5 is the cross-sectional structure schematic diagram of the complete cast-in-place exterior wall for exempting from demoulding building structure of the invention；
Fig. 6 is the cross-sectional structure schematic diagram of the complete cast-in-place wall for exempting from demoulding building structure of the invention；
Fig. 7 is every floor layer structure and upper layer and lower layer interior wall in the complete cast-in-place wall for exempting from demoulding building structure of the invention
Between arrange pipeline structural schematic diagram.
In attached drawing, parts list represented by the reference numerals are as follows:
1, plate body, 2, wall, 3, floor layer structure, 4, steel bar girder, 5, concrete layer, 6, upright supports, 7, fastener,
11, upper routing hole, 12, lower routing hole, 13, stitching section, 21, external wall Cement fibre integrated plate for heat insulation, 22, interior wall strip,
23, steel mesh, 31, Cement fibre hollow lath, 32, triangle steel bar girder, 33, reinforced mesh, 34, concrete layer, 131, right
Connect holding section, 211, outer wall batten, 212, side coaming, 213, foam cement layer, 214, structural strengthening convex ribs, 231, truss it is vertical
Column, 232, transverse steel, 2111, extension interconnecting piece, 2112, engaging notch, 2311, vertical reinforcement, the 2312, first dowel.
Specific embodiment
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the invention.
Embodiment one: as shown in Figure 1, the Cement fibre hollow lath of the present embodiment includes the plate body of horizontally disposed bar shaped
1, above-mentioned plate body 1 is cement fibrolite plate, and the upper and lower end face of above-mentioned plate body 1 is plane, and is parallel to each other, inside above-mentioned plate body 1
It is respectively equipped with the multiple upper routing holes 11 and multiple lower routing holes 12 for running through it along its length, multiple above-mentioned upper routing holes
11 top inside above-mentioned plate body 1 is arranged in a row, and lower part of multiple above-mentioned lower routing holes 12 inside above-mentioned plate body 1 lines up one
Integrally formed horizontal be equipped with to the stitching section 13 extended outside its two sides is distinguished in row, the lower end of above-mentioned 1 two sides of plate body.
Above-mentioned plate body 1 is by screw extruder extrusion molding, and the in-site installation after factory's manufacture, width is generally 400mm, thick
Degree is 100mm, which substitutes building template in construction, easy for construction, saves cost, and can reduce the dirt of construction
Dye, in addition, the batten designs for double-layer hollow, hole ratio height not only can be convenient and wear pipeline in string holes, moreover it is possible to play compared with
Good sound insulation and heat insulation effect.
As a preferred embodiment, above-mentioned 1 two sides lower end of plate body is recessed inwardly, and the depressed section and above-mentioned spelling
Between socket part 13 formed structure pouring area, the design so that the later period structure pouring area lay triangle steel bar girder when it is between the two
Cooperate compact, structural strength is higher.
As a preferred embodiment, the top of the longitudinal section of above-mentioned lower routing hole 11 is the isosceles three of tip upward
Angular shape, above-mentioned upper routing hole 11 are distributed in the top two sides at the tip of each above-mentioned lower routing hole 11 respectively, and it is each on
The lower part for stating the longitudinal section of routing hole 11 is tip isosceles triangle shape directed downwardly, and the design is so that upper and lower routing hole row
Column Layout is reasonable, and structural strength is good, and the cutting-edge structure of triangle designs so that overall structure is more stable.
Embodiment two: as shown in Figures 2 and 3, a kind of complete cast-in-place to exempt from demoulding building structure, including wall 2 and floor layer structure
3；Above-mentioned floor layer structure 3 includes the Cement fibre hollow lath 31, triangle steel bar girder 32, reinforced mesh 33 such as embodiment one
With concrete layer 34；Above-mentioned Cement fibre hollow lath 31 be equipped with it is a plurality of, and respectively horizontal alignment distribution, above-mentioned Cement fibre
The both ends of hollow lath 31 are connected with the inner top side of the above-mentioned wall 2 in two sides for being located at opposite sides respectively, and it is two neighboring on
The above-mentioned stitching section 13 for stating the side close to each other of Cement fibre hollow lath 31 mutually abuts；Above-mentioned triangle steel bar girder 32 is
Strip, and it is equipped with multiple, and two neighboring above-mentioned water is laid in along the length direction of above-mentioned Cement fibre hollow lath 31 respectively
Between mud fiber hollow lath 31, two main reinforcements of above-mentioned triangle steel bar girder 32 are located at two neighboring above-mentioned Cement fibre
13 top of stitching section of hollow lath 31, in addition a main reinforcement is between two neighboring above-mentioned Cement fibre hollow lath 31
Top；Above-mentioned reinforced mesh 33 is equipped with multi-disc, and is layed in the top of each above-mentioned Cement fibre hollow lath 31 respectively；On
State that concrete layer 34 pours region above multiple above-mentioned Cement fibre hollow laths 31 and two neighboring above-mentioned cement is fine
The region between hollow lath 31 is tieed up, and is formed with above-mentioned 2 formed by integrally casting of wall, monolithic architecture is reasonable in design, construction week
Phase is short, at low cost.
Specifically, above-mentioned wall 2 includes exterior wall, interior wall and steel mesh 23, and above-mentioned exterior wall is by multiple as shown in Fig. 2,3,6
Vertical external wall Cement fibre integrated plate for heat insulation 21 encloses assembled formation wherein along wall 2 one, as shown in figure 5, exterior wall 21 wraps
Including the outer wall batten 211 of cuboid, (general 400mm wide, 80mm are thick, and factually building height size in border flexibly squeezes out length item
Molding, can cut polishing), above-mentioned external wall Cement fibre integrated plate for heat insulation 21 includes the outer wall batten 211 of cuboid,
The inside of above-mentioned outer wall batten 211 correspond to the two sides of width direction close to its edge position respectively along the length direction of its own
Integrally formed to be equipped with side coaming 212, above-mentioned outer wall batten 211 and above-mentioned side coaming 212 are cement fibrolite plate, and two sides are above-mentioned
Pouring area is collectively formed between side coaming 212 and outer wall batten 211, above-mentioned pouring area, above-mentioned outer wall batten 211 correspond on two sides
The outer surface for stating the above-mentioned side coaming 212 of inner surface area and two sides other than the outside of side coaming 212, which has poured, is linked as one
The foam cement layer 213 of body, and the foam cement layer 213 wraps the inside side of the above-mentioned side coaming 212 in two sides, and adjacent
The edge of two above-mentioned outer wall battens 211 offsets, and above-mentioned interior wall is enclosed by multiple vertical interior wall strips 22 along wall 2 one perpendicular
(general 400mm wide, 50mm are thick, the factually flexible extrusion molding of border building height size of length item, can cut and beat for straight assembled formation
Mill), the inside of above-mentioned interior wall strip 22 is equipped with the routing hole for being used to bury spool that a row runs through it vertically along its width direction
221, lateral surface, which is equipped with, pours slot through it vertically, and the width for pouring slot is inwardly gradually increased by its notch, on
It states steel mesh 23 to be laid between above-mentioned exterior wall and interior wall, two neighboring above-mentioned external wall Cement fibre integrated plate for heat insulation 2
In be laid with steel bar girder 4 between two above-mentioned side coamings 212 close to each other vertically, above-mentioned 4 inside of steel bar girder with it is above-mentioned
Steel mesh 2 is connected and fixed, and concrete layer 5 has been poured between above-mentioned exterior wall and interior wall.
Above-mentioned external wall Cement fibre integrated plate for heat insulation 21 (foams structural body (outer wall batten 211) and insulating layer
Cement layer 213) it is bound organically in one, in the construction of wall 2 and application process, insulating layer is because being integrated knot with outer wall body
Structure is not susceptible to the phenomenon that being broken and separating, and improves traditional architecture system in exterior wall surface and builds insulating layer, the later period is easy
So that the problem of insulating layer is detached under the environment that exposes to the sun and rain with building wall, or cracking influences monolithic architecture thermal insulation property, if
It is more reasonable to count, also, overall structural strength is also higher.
It should be understood that the special shape for pouring slot on the outside of above-mentioned interior wall strip 22 designs so that wall inner concrete pours
After building, because big outer small in casting slot, so that interior wall strip 22 and wall inside pouring layer are linked together, it is not easy inside and outside stripping
From structural strength is higher.
It should be noted that: steel bar girder 4 generally uses vertical triangle steel bar girder, and two main reinforcements distinguish position
Region between two neighboring outer wall batten 211, another main reinforcement are connected and fixed with steel mesh 23, because side coaming 212 belongs to
In the structure extended out, therefore, two main reinforcements side coaming 212 relatively close respectively close to two outer wall battens 211, so that whole
Structural strength is more preferable, and steel bar girder 4 is after casting concrete, because two main reinforcements are close to relatively close side coaming 212, therefore,
Structural strength is higher, can be good at being linked together in structure with two adjacent outer wall battens 211, maximumlly promotes wall
The structural strength and indices performance of body.
Specifically, above-mentioned steel mesh 23 includes multiple truss upright-columns 231 and a plurality of transverse steel as shown in Fig. 2,3,6
232；Multiple 231 specifications of above-mentioned truss upright-column are consistent, and are parallel to each other, and enclose what latitude direction was equidistantly spaced along wall 2 one
It is arranged in a row；Above-mentioned truss upright-column 231 includes two vertical reinforcements 2311 and the first dowel 2312, and two above-mentioned truss are vertical
Column 231 is vertical and interval setting, above-mentioned first dowel 2312 are arranged between two above-mentioned vertical reinforcements 2311, and respectively
It is welded and fixed with two above-mentioned vertical reinforcements 411；A plurality of transverse steel 232 is horizontal respectively to run through all above-mentioned truss upright-columns
231。
Optimal, above-mentioned first dowel 2312 is continuous bending (specially " W " shape), and is arranged above-mentioned at two
Between vertical reinforcement 2311, the vertex of above-mentioned first dowel, 2312 two sides is solid with two above-mentioned welding of vertical reinforcement 2311 respectively
Fixed, above-mentioned transverse steel 232 is shelved on above-mentioned first dowel, 2312 two sides vertex and welds with corresponding above-mentioned vertical reinforcement 2311
Connect the upper end at place.
Traditional construction wall needs to be respectively set the steel mesh of double-layer double-direction in the interior outside of wall, and by interior outside
It is connected between steel mesh by reinforcing bar or other connectors, wherein the rolled steel dosage of steel mesh is very big, the scheme of the application, such as
Shown in Fig. 2,3,6, staggeredly intert transverse steel 232, single truss up and down by inside and outside between multiple truss upright-columns 231 side by side
It is connected and fixed between two vertical reinforcements 231 by wavy first dowel 2312 in column 231, so that single truss
Column 231 have the characteristics that in inward-outward direction preferable anti-seismic performance (waveform of the first dowel 2312 can reinforce its
The load-bearing performance of inward-outward direction), and be easy to item between multiple truss upright-columns 231 and adjusted according to the antidetonation load of building
It saves (specially adjusting the size of the spacing and vertical reinforcement 2311 between two neighboring truss upright-column 231), to adjust
Whole anti-seismic performance of the wall in building course, and outside uses up and down including transverse steel 232 in building course
Staggered distribution greatly reduces the dosage (building of ad eundem antidetonation load can save 50% steel) of steel, and not shadow
The structural strength and anti-seismic performance for ringing building, are effectively saved resource, reduce environmental pollution.
Meanwhile binding and fixing connection is not needed between transverse steel 232 and truss upright-column 231, it need to only plug and shelve,
It constructs very convenient, shortens the duration, reduce construction cost.
It should be understood that the spiral of vertical reinforcement 2311 (main reinforcement) φ 10mm or more, the first dowel 2312 are (auxiliary
Muscle) be φ 6-14mm round steel or screw-thread steel, certainly, the item factually replaceable different stage of shock strength load of border building
Steel use.
It should be noted that: the first dowel 2312 be not limited only to it is W-shaped, can also item according to actual conditions be designed as wave
Shape wave etc., but must assure that transverse steel 232 can interspersed construction easily and fast, without binding operation.
Entire wall by prefabricated external wall Cement fibre integrated plate for heat insulation and interior wall strip itself as template come
It carries out construction to build, steel mesh 23 and casting concrete is laid between inner, external wall, whole engineering method efficiency is higher, saves steel
Dosage, improve shock strength, facilitate construction, also, the building of ad eundem antidetonation load can save 50% reinforcing bar, saving provides
Source, indirectly reduce environment pollution, in addition, seismic structural wall, earthquake resistant wall use using 231 arrangement of reinforcement of truss upright-column mode of construction, can item according to difference
Antidetonation class of loading adjusts steel content, need to only adjust the spacing between truss upright-column 231, easy for construction, quick；In addition,
Truss floor substitutes building template, does not have to formwork, saves timber, protects environment；Effect is increased substantially, the duration 50% is shortened
Duration, also, project cost (reducing 20%) is considerably reduced, improve construction quality.
As a preferred embodiment, corresponding to the position of above-mentioned pouring area on the inside of above-mentioned outer wall batten 211 along its length
It is integrally formed equipped with multiple structural strengthening convex ribs 214 to spend direction, multiple above structures reinforce convex ribs 214 along its width direction etc.
Spacing is spaced apart, and is located inside above-mentioned foam cement layer 213, also, above structure reinforces convex ribs 214 along above-mentioned exterior wall item
The cross sectional shape of 211 width direction of plate is the isosceles trapezoidal structure that ecto-entad area is gradually increased, by reinforcing 214 energy of convex ribs
The structural strength for enough promoting outer wall batten 211, promotes its tension and break resistance, significant.
As a preferred embodiment, above-mentioned reinforced mesh 33 by a plurality of reinforcing rod being criss-cross arranged mutually it
Between tie up or be formed by welding.
As a preferred embodiment, above-mentioned outer wall batten 211 and side coaming 212 are integrally squeezed out by Cement fibre
Machine extrusion molding, whole construction process is simple, high-efficient, and cost also decreases.
As a preferred embodiment, the equal ecto-entad of spacing between the inside side of above-mentioned side coaming 212 by
It is cumulative big, and the two sides edge of the width direction of above-mentioned outer wall batten 211 is located at the opposite outside of two sides side coaming 212,
Cooperate between structure when two external wall Cement fibre integrated plate for heat insulation are mutually assembled when the design is conducive to later period wall construction
It is compact, integral heat insulation performance and structural strength are not influenced.
As a preferred embodiment, the foam cement layer of any side of width direction of above-mentioned outer wall batten 211
213 extend to outside the side, and are formed and extend interconnecting piece 2111, and the other side is at inner side edge edge and the above-mentioned foaming of corresponding position
The engaging notch 2112 that matches with above-mentioned extension interconnecting piece 2111 is formed between cement layer 213, outside two neighboring above-mentioned building
When wall Cement fibre integrated plate for heat insulation is mutually assembled, the extension of one of them above-mentioned external wall Cement fibre integrated plate for heat insulation connects
Socket part 2111 protrudes into the engaging notch 2112 of another above-mentioned external wall Cement fibre integrated plate for heat insulation, and mutually abuts
It coincide, which enables to outer wall batten 211 when mutual assembled, connects between seam crossing insulating layer well, can be complete
Full isolation outer wall batten 211, hinders exterior wall heat inwardly to transmit, thermal insulation property is preferable.
As a preferred embodiment, its width direction of lateral edge is equipped with wavy lines in above-mentioned interior wall strip 3,
The design of the lines is conducive to the later period in interior wall face finish by the easy viscous ash of lines, reduces the difficulty of later period decoration construction.
The complete cast-in-place engineering method for exempting from demoulding building structure, comprising the following steps:
Step 1: wall 2 is built, specifically,
S1, Cement fibre integrated plate for heat insulation and lining are put up in construction at the top of ground or substrustion, and in exterior wall
Steel mesh 23 and steel bar girder 4 are arranged between plate and lining in advance, and is connected with each other steel mesh 23 and steel bar girder 4
It is fixed；
S2, arrangement electric pipeline is worn in the routing hole 221 of interior wall strip 22；
S3, the casting concrete between Side fascia and lining；
Step 2: floor supporting is built, specifically,
S4, the upright supports 6 for being used to support above-mentioned Cement fibre hollow lath 31 are built inside wall 2；
Step 3: floor member is built, specifically,
S5, above-mentioned Cement fibre hollow lath 31 is set up in 6 upper end of upright supports, and makes above-mentioned Cement fibre hollow strips
The both ends of plate 31 contact (batten and interior wall strip 221 and exterior wall item with the inner top side for the interior wall for being located at opposite sides respectively
Plate 211 corresponds to each other, and equivalent width, thickness are generally 100mm), and make two neighboring Cement fibre hollow lath 31
The stitching section 13 of two sides offsets, and wears arrangement upper layer in multiple upper routing holes 11 of above-mentioned Cement fibre hollow lath 31 and build
The upper layer electric pipeline built wears lower layer's electric pipeline of arrangement substrustion in multiple above-mentioned lower routing holes 12, and under
The layer intracorporal electric pipeline of building wall is connected；
S6, triangle steel bar girder 32 is laid between two neighboring above-mentioned Cement fibre hollow lath, and each above-mentioned
Reinforced mesh 33 is laid above Cement fibre hollow lath 31, and makes reinforced mesh 33 and adjacent triangle steel bar girder 32
It is connected and fixed；
Step 4: floor layer pours, specifically,
S7, between two neighboring above-mentioned Cement fibre hollow lath 31 and 31 upper position of Cement fibre hollow lath
Continuation casting concrete is set, and triangle steel bar girder 32 and reinforced mesh 33 is made to pour and be embedded in concrete；
Step 5: removing all upright supports 6 after concrete setting.
It should be noted that: the both ends of each Cement fibre hollow lath 31 correspond to two interior wall strips 22, and
And the equivalent width of 31 three of interior wall strip 22, outer wall batten 211 and Cement fibre hollow lath, and two sides are along right respectively
(concordant) together, thus 31 gut line of Cement fibre hollow lath with the pipeline in interior wall strip 22 is good docks.
It should be understood that Fig. 7 arranges the knot of pipeline between every floor veneer structure and the interior wall of upper layer and lower layer wall
Structure schematic diagram, when each Cement fibre hollow lath 31 arranges pipeline, pipeline both ends pass through union elbow and both ends interior wall item
The pipeline in routing hole in plate 22 is connected, and in the lower end aperture installation of each Cement fibre hollow lath 31 and pipeline
Connected lamps and lanterns wire box, position that lamps and lanterns or switch are corresponded on the inside of interior wall strip 22 is cut to be connected to corresponding routing hole
Hole location installs the electrical components such as terminal box or switch at hole location, fixed, the spool of upper and lower level of then plastering at hole location again
It does not interfere with each other, whole pipeline is laid in corresponding routing hole, improves traditional wiring and needs to be banded in wall or building in advance
The technique for carrying out pouring molding inside layer structure on rib (steel mesh) again, avoids later period floor layer structure or wall in pipe
The common quality defects such as cracking or infiltration at line.
Above-mentioned construction method can complete the arrangement of spool in relevant routing hole in the construction process, not influence wall
And the intensity of floor layer structure, the mass defects such as cracking, the leakage of floor layer structure and wall at wiring will not be caused to occur,
Also, it changes traditional architecture mode traditional in whole floor layer structure construction procedure, has simplified construction technology, also, whole
A Cement fibre hollow lath 31 is extrudable use at the scene, solves traditional architecture construction and needs the numerous of timber and formwork
It is trivial, also, the duration effectively is reduced, reduce construction cost.
Specifically, above-mentioned steel mesh 23 includes multiple truss upright-columns 231 and a plurality of transverse steel as shown in Fig. 2,3,6
232；Multiple 231 specifications of above-mentioned truss upright-column are consistent, and are parallel to each other, and enclose the row that latitude direction is equidistantly spaced along wall one
It is in a row；Above-mentioned truss upright-column 231 includes two vertical reinforcements 2311 and the first dowel 2312, two above-mentioned truss upright-columns
231 is vertical and interval setting, above-mentioned first dowel 2312 are arranged between two above-mentioned vertical reinforcements 2311, and respectively with
Two above-mentioned vertical reinforcements 411 are welded and fixed；A plurality of transverse steel 232 is horizontal respectively to run through all above-mentioned truss upright-columns 231.
Optimal, above-mentioned first dowel 2312 is continuous bending (specially " W " shape), and is arranged above-mentioned at two
Between vertical reinforcement 2311, the vertex of above-mentioned first dowel, 2312 two sides is solid with two above-mentioned welding of vertical reinforcement 2311 respectively
Fixed, above-mentioned transverse steel 232 is shelved on above-mentioned first dowel, 2312 two sides vertex and welds with corresponding above-mentioned vertical reinforcement 2311
Connect the upper end at place.
Traditional construction wall needs to be respectively set the steel mesh of double-layer double-direction in the interior outside of wall, and by interior outside
It is connected between steel mesh by reinforcing bar or other connectors, wherein the rolled steel dosage of steel mesh is very big, the scheme of the application, such as
Shown in Fig. 2,3,6, staggeredly intert transverse steel 232, single truss up and down by inside and outside between multiple truss upright-columns 231 side by side
It is connected and fixed between two vertical reinforcements 231 by wavy first dowel 2312 in column 231, so that single truss
Column 231 have the characteristics that in inward-outward direction preferable anti-seismic performance (waveform of the first dowel 2312 can reinforce its
The load-bearing performance of inward-outward direction), and be easy to item between multiple truss upright-columns 231 and adjusted according to the antidetonation load of building
It saves (specially adjusting the size of the spacing and vertical reinforcement 2311 between two neighboring truss upright-column 231), to adjust
Whole anti-seismic performance of the wall in building course, and outside uses up and down including transverse steel 232 in building course
Staggered distribution greatly reduces the dosage (building of ad eundem antidetonation load can save 50% steel) of steel, and not shadow
The structural strength and anti-seismic performance for ringing building, are effectively saved resource, reduce environmental pollution.
Meanwhile binding and fixing connection is not needed between transverse steel 232 and truss upright-column 231, it need to only plug and shelve,
It constructs very convenient, shortens the duration, reduce construction cost.
It should be understood that the spiral of vertical reinforcement 2311 (main reinforcement) φ 10mm or more, the first dowel 2312 are (auxiliary
Muscle) be φ 6-14mm round steel or screw-thread steel, certainly, the item factually replaceable different stage of shock strength load of border building
Steel use.
It should be noted that: the first dowel 2312 be not limited only to it is W-shaped, can also item according to actual conditions be designed as wave
Shape wave etc., but must assure that transverse steel 232 can interspersed construction easily and fast, without binding operation.
Entire wall by the external wall Cement fibre integrated plate for heat insulation of mechanism and interior wall strip itself as template come
It carries out construction to build, steel mesh 23 and casting concrete is laid between inner, external wall, whole engineering method efficiency is higher, saves steel
Dosage, improve shock strength, facilitate construction, also, the building of ad eundem antidetonation load can save 50% reinforcing bar, saving provides
Source, indirectly reduce environment pollution, in addition, seismic structural wall, earthquake resistant wall use using 231 arrangement of reinforcement of truss upright-column mode of construction, can item according to difference
Antidetonation class of loading adjusts steel content, need to only adjust the spacing between truss upright-column 231, easy for construction, quick；In addition,
Truss floor substitutes building template, does not have to formwork, saves timber, protects environment；Effect is increased substantially, the duration 50% is shortened
Duration, also, project cost (reducing 20%) is considerably reduced, improve construction quality.
As a preferred embodiment, the stitching section 13 of above-mentioned Cement fibre hollow lath 31 is far from above-mentioned plate body 1
One end end upper end it is integrally formed be equipped with docking holding section 131, in above-mentioned S3, two neighboring above-mentioned Cement fibre is hollow
Fixation is mutually clamped by fastener 5 between the docking holding section 131 that batten 31 mutually abuts, the design is so that two neighboring water
Mud fiber hollow lath 31 good can dock, and can be secured by fastener 5 at docking in Construction Arrangement batten
Fixation is linked together, and avoids being mutually displaced in work progress and spillage phenomenon occurs.
As a preferred embodiment, above-mentioned fastener 5 is the U-shaped part that Open Side Down, the both ends difference of the U-shaped part
Package is sticked in the both ends and top of the above-mentioned docking holding section 131 of two abuttings, and design is reasonable, in construction, by U-shaped part
Open Side Down, its both ends is made to fit in the side that two docking holding sections 131 are located remotely from each other, then downward with tools such as hammers
Beat, until it is fully wrapped around be sticked in outside two docking holding sections 131, construction is simple, fast, can ensure that multiple battens are effective
And be firmly linked together, conducive to the not spillage that unshifts between two panels Cement fibre hollow lath.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (12)
1. a kind of Cement fibre hollow lath, it is characterised in that: the plate body (1) including horizontally disposed bar shaped, the plate body (1)
Upper and lower end face for cement fibrolite plate, the plate body (1) is plane, and is parallel to each other, and is respectively equipped with inside the plate body (1)
Along its length through its multiple upper routing holes (11) and multiple lower routing holes (12), multiple upper routing hole (11) In
The internal top of the plate body (1) is arranged in a row, and multiple lower routing holes (12) are lined up in the internal lower part of the plate body (1)
Integrally formed horizontal be equipped with to the stitching section (13) extended outside its two sides is distinguished in one row, the lower end of plate body (1) two sides.
2. a kind of Cement fibre hollow lath according to claim 1, it is characterised in that: plate body (1) the two sides lower end
It is recessed inwardly, and forms structure pouring area between the depressed section and the stitching section (13).
3. a kind of Cement fibre hollow lath according to claim 1, it is characterised in that: the lower routing hole (11) is indulged
The top in section is the isosceles triangle shape of tip upward, and the upper routing hole (11) is distributed in each lower wiring respectively
The top two sides at the tip in hole (11), and the lower part of the longitudinal section of each upper routing hole (11) is tip isosceles three directed downwardly
Angular shape.
Complete cast-in-place exempt from demoulding building structure 4. a kind of, it is characterised in that: including wall (2) and floor layer structure (3)；
The floor layer structure (3) includes Cement fibre hollow lath (31) as described in any one of claims 1 to 3, triangle
Steel bar girder (32), reinforced mesh (33) and concrete layer (34)；
The Cement fibre hollow lath (31) be equipped with it is a plurality of, and respectively horizontal alignment distribution, the Cement fibre hollow lath
(31) both ends are connected with the inner top side of wall (2) described in the two sides for being located at opposite sides respectively, and the two neighboring water
The stitching section (13) of mud fiber hollow lath (31) side close to each other mutually abuts；
The triangle steel bar girder (32) is strip, and be equipped with it is multiple, and respectively along the Cement fibre hollow lath (31)
Length direction is laid between the two neighboring Cement fibre hollow lath (31), and two of the triangle steel bar girder (32)
Main reinforcement is located above the stitching section (13) of the two neighboring Cement fibre hollow lath (31), and in addition a main reinforcement is located at
Top between the two neighboring Cement fibre hollow lath (31)；
The reinforced mesh (33) is equipped with multi-disc, and is layed in the top of each Cement fibre hollow lath (31) respectively；
The concrete layer (34) pours region above multiple Cement fibre hollow laths (31) and two neighboring
Region between the Cement fibre hollow lath (31), and formed with the wall (2) formed by integrally casting.
A kind of complete cast-in-place exempt from demoulding building structure 5. according to claim 4, it is characterised in that: the wall (2) includes
Exterior wall, interior wall and steel mesh (23), the exterior wall is by multiple vertical external wall Cement fibre integrated plate for heat insulation (21) edges
The circle of wall (2) one is assembled to be formed, and the external wall Cement fibre integrated plate for heat insulation (21) includes the outer wall batten of cuboid
(211), the inside of the outer wall batten (211) correspond to the two sides of width direction close to its edge position respectively along its own
Length direction is integrally formed to be equipped with side coaming (212), and the outer wall batten (211) and the side coaming (212) are cement
Fiberboard, is collectively formed pouring area described in two sides between side coaming (212) and outer wall batten (211), the pouring area, described outer
Side coaming described in inner surface area and two sides other than the outside of side coaming (212) described in the corresponding two sides of wall strip (211)
(212) outer surface pours the foam cement layer (213) being linked together, and the foam cement layer (213) wraps two sides
The inside side of the side coaming (212), and the edge of the two neighboring outer wall batten (211) offsets, the interior wall by
Multiple vertical interior wall strips (22) enclose vertical assembled formation along wall (2) one, and the inside of the interior wall strip (22) is along its width
Degree direction is equipped with the routing hole (221) for being used to bury spool that a row runs through it vertically, and lateral surface is equipped with runs through its vertically
Cast slot, and the width of the casting slot is inwardly gradually increased by its notch, the steel mesh (23) be laid in the exterior wall and
Between interior wall, two side coamings close to each other in the two neighboring external wall Cement fibre integrated plate for heat insulation (2)
(212) it is laid with steel bar girder (4), is connected and fixed on the inside of the steel bar girder (4) with the steel mesh (2), institute vertically between
It states and has poured concrete layer (5) between exterior wall and interior wall.
A kind of complete cast-in-place exempt from demoulding building structure 6. according to claim 5, it is characterised in that: the outer wall batten
(211) position of the corresponding pouring area in inside is integrally formed along its length is equipped with multiple structural strengthening convex ribs (214),
Multiple structural strengthening convex ribs (214) are equidistantly spaced apart along its width direction, and are located at the foam cement layer (213)
It is internal.
A kind of complete cast-in-place exempt from demoulding building structure 7. according to claim 6, it is characterised in that: the structural strengthening convex ribs
(214) the isosceles trapezoid knot being gradually increased along the cross sectional shape of the outer wall batten (211) width direction for ecto-entad area
Structure.
A kind of complete cast-in-place exempt from demoulding building structure 8. according to claim 6 or 7, it is characterised in that: the outer wall batten
(211) and side coaming (212) is by Cement fibre one extruder extrusion molding.
9. a kind of complete cast-in-place exempting from demoulding building structure according to claim two sides 5 to 7 are described in any item, it is characterised in that: institute
The equal ecto-entad of spacing stated between the inside side of side coaming (212) is gradually increased, and the width of the outer wall batten (211)
The two sides edge in direction is located at the opposite outside of two sides side coaming (212).
10. a kind of complete cast-in-place exempting from demoulding building structure according to claim 5 to 7 is described in any item, it is characterised in that: described outer
The foam cement layer (213) of any side of width direction of shingle nail (211) extends to outside the side, and forms extension interconnecting piece
(2111), the other side forms between the foam cement layer (213) of corresponding position at inner side edge edge and connects with the extension
The engaging notch (2112) that socket part (2111) matches, the two neighboring external wall Cement fibre integrated plate for heat insulation are mutually spelled
When dress, the extension interconnecting piece (2111) of one of them external wall Cement fibre integrated plate for heat insulation is protruded into described in another
In the engaging notch (2112) of external wall Cement fibre integrated plate for heat insulation, and mutually abuts and coincide.
11. a kind of a kind of described in any item complete cast-in-place engineering methods for exempting from demoulding building structure of such as claim 4 to 10, feature exist
In, comprising the following steps:
Step 1: wall (2) are built, specifically,
S1, Cement fibre integrated plate for heat insulation and lining are put up in construction at the top of ground or substrustion, and Side fascia with
Steel mesh (23) and steel bar girder (4) are arranged between lining in advance, and interconnects steel mesh (23) mutually with steel bar girder (4)
Connect fixation；
S2, arrangement electric pipeline is worn in the routing hole (221) of interior wall strip (22)；
S3, the casting concrete between Side fascia and lining；
Step 2: floor supporting is built, specifically,
S4, the upright supports (6) for being used to support the Cement fibre hollow lath (31) are built inside wall (2)；
Step 3: floor member is built, specifically,
S5, the Cement fibre hollow lath (31) is set up in upright supports (6) upper end, and makes the Cement fibre hollow strips
The both ends of plate (31) are contacted with the inner top side for the interior wall for being located at opposite sides respectively, and make two neighboring Cement fibre hollow strips
The stitching section (13) of the two sides of plate (31) offsets, and in multiple upper routing holes (11) of the Cement fibre hollow lath (31)
The upper layer electric pipeline for wearing arrangement superstructure wears the lower layer of arrangement substrustion in multiple lower routing holes (12)
Electric pipeline, and be connected with the intracorporal electric pipeline of substrustion wall；
S6, triangle steel bar girder (32) are laid between the two neighboring Cement fibre hollow lath, and in each water
Reinforced mesh (33) are laid above mud fiber hollow lath (31), and make reinforced mesh (33) and adjacent triangle steel bar girder
(32) it is connected and fixed；
Step 4: floor layer pours, specifically,
S7, between the two neighboring Cement fibre hollow lath (31) and Cement fibre hollow lath (31) top position
Continue casting concrete, and triangle steel bar girder (32) and reinforced mesh (33) is made to pour and be embedded in concrete；
Step 5: removing all upright supports (6) after concrete setting.
12. a kind of complete cast-in-place engineering method for exempting from demoulding building structure according to claim 11, it is characterised in that: the cement
The upper end of one end end of the stitching section (13) of fiber hollow lath far from the plate body (1) is integrally formed to be equipped with docking engaging
Portion (131), in the S5, docking holding section (131) that the two neighboring Cement fibre hollow lath (31) mutually abuts it
Between be mutually clamped fixation by fastener (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910816088.7A CN110469013A (en) | 2019-08-30 | 2019-08-30 | Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910816088.7A CN110469013A (en) | 2019-08-30 | 2019-08-30 | Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112622025A (en) * | 2020-12-18 | 2021-04-09 | 山西住工建筑科技有限公司 | Method for processing wall integrating structure, electromechanics and decoration |
| CN112643854A (en) * | 2020-12-18 | 2021-04-13 | 山西住工建筑科技有限公司 | Manufacturing method of assembled heat-preservation and decoration integrated wallboard |
| CN112659354A (en) * | 2020-12-18 | 2021-04-16 | 山西住工建筑科技有限公司 | Machining method of structural electromechanical thermal insulation integrated wall |
-
2019
- 2019-08-30 CN CN201910816088.7A patent/CN110469013A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112622025A (en) * | 2020-12-18 | 2021-04-09 | 山西住工建筑科技有限公司 | Method for processing wall integrating structure, electromechanics and decoration |
| CN112643854A (en) * | 2020-12-18 | 2021-04-13 | 山西住工建筑科技有限公司 | Manufacturing method of assembled heat-preservation and decoration integrated wallboard |
| CN112659354A (en) * | 2020-12-18 | 2021-04-16 | 山西住工建筑科技有限公司 | Machining method of structural electromechanical thermal insulation integrated wall |
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