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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
wall
cement fibre
mentioned
hollow lath
cement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910816088.7A
Other languages
Chinese (zh)
Inventor
刘家宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201910816088.7A priority Critical patent/CN110469013A/en
Publication of CN110469013A publication Critical patent/CN110469013A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

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

Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method
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).
CN201910816088.7A 2019-08-30 2019-08-30 Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method Pending CN110469013A (en)

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

Applications Claiming Priority (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

Publications (1)

Publication Number Publication Date
CN110469013A true CN110469013A (en) 2019-11-19

Family

ID=68514357

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910816088.7A Pending 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

Country Status (1)

Country Link
CN (1) CN110469013A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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

Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB355301A (en) * 1930-02-21 1931-08-21 Walton Maughan Improvements in or relating to building construction and materials for use therein, applicable also to kerbs, paving and the like
GB376228A (en) * 1929-12-31 1932-07-07 Ladislaus Navratil Improvements in and relating to ceilings
GB734770A (en) * 1952-01-17 1955-08-10 Wallace Alfred Evans Improvements in or relating to concrete floors, roofs and the like structures
CH658091A5 (en) * 1984-07-17 1986-10-15 Planchers Kaiser S A Prefabricated construction element for the construction of floors, terraces or roofs
CN1786364A (en) * 2005-10-17 2006-06-14 朱秦江 Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method
CN101260719A (en) * 2008-04-11 2008-09-10 山东龙新建材股份有限公司 Network frame prefabricated composite board, sandwiched floor and its connection construction method
CN101307629A (en) * 2008-07-03 2008-11-19 雷现治 Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method
JP2009007898A (en) * 2007-06-29 2009-01-15 Takenaka Komuten Co Ltd Composite hollow floor structure
CN102852270A (en) * 2012-08-10 2013-01-02 上海理想家园工程营造有限公司 Diversified metal skin bounding box type package level-A fireproof die wallboard and construction method thereof
CN102852254A (en) * 2012-08-10 2013-01-02 上海理想家园工程营造有限公司 Multi-functional template floor structural system for quickly building and construction method thereof
CN105971166A (en) * 2016-07-14 2016-09-28 肖宁海 Novel formed steel frame gypsum board non-dismantling formwork
CN207453226U (en) * 2017-09-26 2018-06-05 杭州博适特新材料科技有限公司 A kind of fireproof heat insulating light floor slab for building
CN207905226U (en) * 2017-12-01 2018-09-25 沈阳工学院 A kind of building wall board
CN109235636A (en) * 2018-10-18 2019-01-18 刘家宇 A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method
CN211172623U (en) * 2019-08-30 2020-08-04 刘家宇 Cast-in-place concrete floor structure free of form removal
CN111719742A (en) * 2020-06-12 2020-09-29 刘家宇 Wall body with steel plates replacing vertical steel bars and full-cast-in-place form-dismantling-free structural system
CN211714269U (en) * 2019-08-30 2020-10-20 鼎力建筑科技有限公司 Cement fiber hollow batten and full-cast-in-place form-disassembly-free building structure
CN114607071A (en) * 2022-04-07 2022-06-10 浙江亚厦装饰股份有限公司 Integrated integrated partition wall structure of assembled pipeline of two side ripples tile boards

Patent Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB376228A (en) * 1929-12-31 1932-07-07 Ladislaus Navratil Improvements in and relating to ceilings
GB355301A (en) * 1930-02-21 1931-08-21 Walton Maughan Improvements in or relating to building construction and materials for use therein, applicable also to kerbs, paving and the like
GB734770A (en) * 1952-01-17 1955-08-10 Wallace Alfred Evans Improvements in or relating to concrete floors, roofs and the like structures
CH658091A5 (en) * 1984-07-17 1986-10-15 Planchers Kaiser S A Prefabricated construction element for the construction of floors, terraces or roofs
CN1786364A (en) * 2005-10-17 2006-06-14 朱秦江 Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method
JP2009007898A (en) * 2007-06-29 2009-01-15 Takenaka Komuten Co Ltd Composite hollow floor structure
CN101260719A (en) * 2008-04-11 2008-09-10 山东龙新建材股份有限公司 Network frame prefabricated composite board, sandwiched floor and its connection construction method
CN101307629A (en) * 2008-07-03 2008-11-19 雷现治 Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method
CN102852270A (en) * 2012-08-10 2013-01-02 上海理想家园工程营造有限公司 Diversified metal skin bounding box type package level-A fireproof die wallboard and construction method thereof
CN102852254A (en) * 2012-08-10 2013-01-02 上海理想家园工程营造有限公司 Multi-functional template floor structural system for quickly building and construction method thereof
CN105971166A (en) * 2016-07-14 2016-09-28 肖宁海 Novel formed steel frame gypsum board non-dismantling formwork
CN207453226U (en) * 2017-09-26 2018-06-05 杭州博适特新材料科技有限公司 A kind of fireproof heat insulating light floor slab for building
CN207905226U (en) * 2017-12-01 2018-09-25 沈阳工学院 A kind of building wall board
CN109235636A (en) * 2018-10-18 2019-01-18 刘家宇 A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method
CN211172623U (en) * 2019-08-30 2020-08-04 刘家宇 Cast-in-place concrete floor structure free of form removal
CN211714269U (en) * 2019-08-30 2020-10-20 鼎力建筑科技有限公司 Cement fiber hollow batten and full-cast-in-place form-disassembly-free building structure
CN111719742A (en) * 2020-06-12 2020-09-29 刘家宇 Wall body with steel plates replacing vertical steel bars and full-cast-in-place form-dismantling-free structural system
CN114607071A (en) * 2022-04-07 2022-06-10 浙江亚厦装饰股份有限公司 Integrated integrated partition wall structure of assembled pipeline of two side ripples tile boards

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
陈天虹;林英舜;徐;: "高层建筑结构楼板设计方法探讨", 浙江科技学院学报, no. 01, 15 March 2008 (2008-03-15) *

Cited By (3)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN101832026B (en) Construction method of sole plate post-poured strip form bracing system
CN110469013A (en) Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method
CN105507476B (en) A kind of construction method of even arch covering
CN104631662A (en) Hollow steel mesh keel inner formwork cement partition wall construction method
CN211714269U (en) Cement fiber hollow batten and full-cast-in-place form-disassembly-free building structure
CN207160064U (en) A kind of template system of open trench tunnel curved roof fish tail and waterproof layer
CN100458051C (en) Combined reinforced concrete hollow floorslab
CN109318363A (en) The preparation method and external wall self-insulation system assembly method of assembled architecture outer wall plate
CN216342177U (en) Assembled cover arch for tunnel reinforcement and tunnel reinforcement structure
CN101382001B (en) Combined reinforced concrete hollow slab
CN101200946B (en) Combined reinforced bar concrete hollow core floor slab
CN100449072C (en) Combined reinforced concrete hollow floorslab
KR19980067842U (en) Deck Panel of Reinforced Concrete Slab
CN101200945B (en) Combined reinforced bar concrete hollow core floor slab
CN100363569C (en) Combined reinforced concrete hollow floorslab
CN100501054C (en) Combined reinforced concrete hollow floorslab
CN101196022B (en) Combined reinforced concrete hollow floor
CN100370093C (en) Combined reinforced concrete hollow floorslab
CN100424291C (en) Combined reinforced concrete hollow floorslab
CN114592437A (en) Prestressed continuous concrete box girder bridge and construction method thereof
CN101200943B (en) Combined reinforced bar concrete hollow core floor slab
CN101255728B (en) Combined reinforced concrete hollow floor
CN101200942B (en) Combined reinforced bar concrete hollow core floor slab
CN100564742C (en) A kind of concrete hollow board
CN101200944B (en) Combined reinforced bar concrete hollow core floor slab

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination