CN214117492U

CN214117492U - High-performance assembly type wall body formwork

Info

Publication number: CN214117492U
Application number: CN202022075026.6U
Authority: CN
Inventors: 陈永辉
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-09-21
Filing date: 2020-09-21
Publication date: 2021-09-03
Anticipated expiration: 2030-09-21

Abstract

The utility model discloses a high performance assembled wall body mould shell, including the microcavity mould shell, the microcavity mould shell is hugged closely the range of arranging mutually by the horizontal face of a plurality of cavity cylinders and is connected and form, and the cavity cylinder is woven back composite waterproof material by fiber material and is formed, and the vertical direction evenly distributed a plurality of the same through-hole of size of the horizontal face of cavity cylinder, the microcavity mould shell left and right sides face is equipped with a plurality of folding loose-leaves, and folding loose-leaves include interior clamping piece and outer clamping piece, and the inside and outside both sides that the cavity cylinder horizontal face was arranged in respectively to inside and outside clamping piece are passed through the fastener and are connected. The utility model discloses a high performance assembled wall mould shell adopts fiber material as the multi-cavity mould shell base member, because fiber material has flexibility, characteristics that tensile strength is high make the multi-cavity mould shell can coincide together, conveniently stores and saves the cost of transportation, can save the engineering time when the site pouring, promotes the efficiency of construction of building greatly.

Description

High-performance assembly type wall body formwork

Technical Field

The utility model relates to a construction technical field specifically is a high performance assembled wall phantom shell structure.

Background

The basic building wall body process, from the traditional brick wall, cement wall, aerated brick, light steel plate wall to the modern prefabricated cement plate assembly type building technology, has the defects of inconvenience, environmental pollution, low efficiency and high cost in different degrees. Taking the existing popular cast-in-place concrete frame structure and aerated brick plate building technology as examples, after the concrete frame is molded on site and reinforced bar cast-in-place concrete is molded and dried, aerated bricks are laid, water and electricity are installed in grooves, and plastering paint is plastered in batches, so that the problems of low construction speed, material waste, environmental pollution and the like are caused by the procedures, and more mainly the problems of dust and noise. The technology of the concrete slab prefabricated building is fast, the prefabricated concrete slabs produced in factories at one time are too large, the problems of transportation and installation technology are difficult to solve due to the large volume and the large specific gravity of the concrete slabs, especially in remote small building sites, and the safety of the concrete slabs is difficult to ensure in the installation process of high-rise buildings, so the technology of the concrete slab prefabricated building is difficult to popularize in a large range. And other building technologies such as a prefabricated steel structure are complex, the pollution degree in the production process is high, and the assembly degree is low.

Meanwhile, the building industry in the world can not develop sustainable environment-friendly energy-saving industrialized centralized production technology, and the fabricated building can also establish a processing center like other living goods, so that the building industry can develop more quickly and more environmentally. The prior art has the problem that the transportation cost and the installation cost are difficult to solve due to the weight and the large volume of the wall structure, so that the development of a building module which is light and small in structure and high in quality is necessary.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a high performance assembled wall body mould shell to the wall body mould shell site operation speed who proposes in solving above-mentioned background is slow, the extravagant, the polluted environment of material, the problem of inconvenient transportation.

In order to achieve the above object, the utility model provides a following technical scheme: a high-performance assembled wall formwork comprises a multi-cavity formwork which is formed by arranging and connecting a plurality of transverse surfaces of hollow columns with transverse surfaces. The hollow column body is formed by weaving fiber materials and then compounding waterproof materials, and the weaving technology adopts circular weaving and plain weaving. During weaving, in order to ensure that the positions of a plurality of through holes with the same size are uniformly distributed in the vertical direction of the transverse surface of the hollow cylinder, the through holes can be manufactured by evacuating the transverse surface warp and the transverse surface weft, referring to figures 20-21, if the transverse surface warp and the transverse surface weft are not evacuated, the through holes are manufactured by adopting a shearing mode, referring to figures 2, 8 and 11. Because the characteristic of fiber material, when the multi-cavity mould shell is opened in the installation, two wall faces of the multi-cavity mould shell have the trend of being close to relatively, in order to prevent this phenomenon, a plurality of folding hinges are arranged between the through holes, the folding hinges are provided with two inner clamping pieces and two outer clamping pieces which are right-angled, the right angles of the two inner clamping pieces are offset, the two outer clamping pieces are respectively arranged at two ends of the two inner clamping pieces, and the two sides of the transverse surface of the hollow cylinder are connected through a fastener. The inner side of the longitudinal surface of the hollow cylinder is compounded with a plurality of material layers, and the outer side of the longitudinal surface of the hollow cylinder is compounded with a hard decorative surface layer.

Preferably, any end of the multi-cavity formwork left and right is provided with a plurality of buckles with the same length as the through hole, the buckles are connected to the inner side of the lower end of the through hole, and the buckles extend to the outer side from the inner side of the through hole.

Preferably, the transverse surface of the hollow cylinder is compounded with a compression-resistant material layer.

Preferably, more than 1 foaming strip is arranged in the cavity of the hollow cylinder, the foaming strip is provided with a paper-plastic composite cylinder and a foaming material, the foaming material is arranged in the paper-plastic composite cylinder, a fine yarn is arranged on the outer side of the paper-plastic composite cylinder, the paper-plastic composite cylinder can be broken by pulling the fine yarn, the foaming material flows out and chemically reacts with air to fill the cavity, and the multi-cavity formwork achieves certain strength. The transverse surface of the hollow column body of the cavity in which the foaming material filler is arranged is not provided with a through hole so as to prevent the foaming material from running out of the cavity, and a certain number of cavities which are not filled with the foaming material are arranged between the cavities filled with the foaming material so as to save the foaming material, for example, every 6 cavities are filled with one cavity, which is equivalent to the keel effect of a light steel wall system.

Preferably, a plurality of reinforcing steel bar meshes are arranged in the multi-cavity formwork, horizontal reinforcing steel bars of the reinforcing steel bar meshes penetrate through the through holes, vertical reinforcing steel bars are arranged in the middle of the hollow column body and welded with the vertical reinforcing steel bars, and the plurality of reinforcing steel bar meshes are connected with the vertical reinforcing steel bars in a sleeved mode through two ends of the isolating bars. The bottom of the vertical steel bars of some reinforcing meshes is inserted into the floor support beam to play the role of temporarily stabilizing the wall body of the multi-cavity formwork, and simultaneously, the concrete slurry is poured to achieve the strength required by the building design.

Preferably, the inner side of the longitudinal surface of the hollow cylinder is provided with a plurality of vertical hard strips with the same height as the longitudinal surface of the hollow cylinder, the outer side of the longitudinal surface of the hollow cylinder is provided with a plurality of horizontal hard strips with the same length as the longitudinal surface of the hollow cylinder, the longitudinal surface of the hollow cylinder is clamped between the vertical hard strips and the horizontal hard strips, and the intersection of the vertical hard strips and the horizontal hard strips is fixedly connected.

Preferably, the bottom of the longitudinal surface of the hollow cylinder is provided with a plurality of fixing mechanisms, the fixing mechanisms are provided with two mutually abutted L-shaped metal strips, and the two L-shaped metal strips are fixedly connected to the bottom and the outer side of the longitudinal surface of the hollow cylinder respectively.

Preferably, the hollow column bodies are trapezoidal, and a plurality of hollow column bodies are connected to form an arc-shaped multi-cavity formwork.

On the basis of the structure, another formwork wall is provided as shown in fig. 12 and 13, a multi-cavity formwork made of fiber materials can be replaced by a woven cavity formwork, a first woven surface and a second woven surface which are woven by vertical woven strips and horizontal woven strips are arranged at the front end and the rear end of the woven cavity formwork, the vertical woven strips and the horizontal woven strips are mutually crossed and inserted to form a hollow column, reinforcing steel bars are inserted in the vertical direction of the woven cavity formwork and cross and penetrate through the horizontal woven strips, the woven cavity formwork is provided with a plurality of fiber belts, one of the horizontal woven strips of the fiber belts along the first woven surface penetrates through the vertical woven strip and the reinforcing steel bar, each time the reinforcing steel bar penetrates through the reinforcing steel bar in the second woven surface in an 8-shaped mode, and then the remaining vertical woven strip and the reinforcing steel bar of the first woven surface continue to penetrate through.

Preferably, a plurality of folding hinges are arranged at the left end and the right end of the woven cavity formwork.

Preferably, the floor support beam is used as a support for installing the multi-cavity formwork, the structure of the floor support beam mainly comprises an upper part, a middle part and a lower part, the upper part is made of inverted U-shaped steel, the middle part is made of a wavy steel plate, the lower part is made of regular U-shaped steel, the inverted U-shaped steel and the regular U-shaped steel are respectively inserted into the upper part and the lower part of the wavy steel plate, and the upper part and the lower part of the wavy steel plate are respectively connected to the inner sides of the inverted U-shaped steel and the regular U-shaped steel by I-beam rivets. And the bottom of the positive U-shaped steel is provided with a fiber rope, a fiber rope steel pipe, a base plate and resin, the fiber rope is used as the bottom layer of the floor support beam to bear tensile stress, the fiber rope is tensioned and twisted inside the fiber rope steel pipe at the bottom of the positive U-shaped steel to prevent the rope from loosening, the base plate is positioned above the fiber rope steel pipe, and the resin is filled in a gap between the base plate and the fiber rope steel pipe. The two ends of the U-shaped steel are provided with a fiber rope clamping device, and the fiber rope clamping device comprises a belt wheel with a central hole. When the module is installed on site, the pulleys at the two ends of the U-shaped steel material at the bottom of the floor support beam are sleeved into the vertical steel bars of the steel bar net in the multi-cavity formwork, so that the multi-cavity formwork can not fall down, and refer to fig. 14, 15, 16, 17 and 18.

Preferably, a plurality of wave type light steel plates are arranged in the middle of the floor supporting beam, a certain gap is formed between the wave type light steel plates, an inverted U-shaped interval supporting section steel bar transversely penetrates through the gap, a plurality of clamping grooves clamped with the positive U-shaped steel plates are punched on the inverted U-shaped interval supporting section steel bar, the upper end of the positive U-shaped steel plate at the lower part of the floor supporting beam is clamped in an on-site installation mode, the floor supporting beam is prevented from swinging left and right, and the distance between the floor supporting beams is kept.

Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a high performance assembled wall body mould shell adopts the fibrous material as the base member of many cavitys mould shell, because fibrous material has the flexibility, characteristics that tensile strength is high, it can coincide together to make many cavitys mould shell, its volume has been reduced greatly, very convenient storage and save the cost of transportation, convenient in the production of industrialization large tracts of land, save material, the energy, be favorable to the environmental protection, and can require according to the site operation when mill's manufacturing, add reinforcing bar or other material layers on many cavitys mould shell base member, make can save the engineering time when the site pouring, promote the efficiency of construction of building greatly, reduce the pollution of site operation, be favorable to the development of modern assembly type building.

Drawings

Fig. 1 is a top view of a first embodiment of a high performance fabricated wall module casing according to the present invention;

FIG. 2 is a view of the high performance fabricated wall form of the present invention from the direction A of FIG. 1;

FIG. 3 is a front view of a folding hinge of a high performance fabricated wall module housing of the present invention;

FIG. 4 is a top view of the high performance assembled wall module housing of the present invention with a buckle;

FIG. 5 is a cross-sectional view of the high performance fabricated wall form of the present invention as shown in FIG. 4;

fig. 6 is a top view of the high performance assembled wall model casing in an arc state;

FIG. 7 is a top view of a high performance fabricated wall module housing of the present invention with hard strips;

FIG. 8 is a view of the high performance fabricated wall form of the present invention from the A-direction of FIG. 7;

fig. 9 is a top view of a second embodiment of a high performance fabricated wall form of the present invention;

FIG. 10 is a cross-sectional view D-D of the high performance fabricated wall form of the present invention shown in FIG. 9;

fig. 11 is a side view of a third embodiment of a high performance fabricated wall form of the present invention;

fig. 12 is a top view of a fourth embodiment of a high performance fabricated wall form of the present invention;

fig. 13 is a front view of a fourth embodiment of a high performance fabricated wall form of the present invention;

FIG. 14 is a front view of a high performance assembled wall module casing supporting floor support beam of the present invention during assembly;

FIG. 15 is a sectional view taken along line H-H of a high performance assembled wall form supporting floor support beam of the present invention;

fig. 16 is a K enlarged partial view of fig. 14 in the assembly of a high performance assembled wall form supporting floor support beam of the present invention;

fig. 17 is an enlarged partial view of fig. 15 showing an L-shape of a floor support beam used in conjunction with a high performance assembled wall form according to the present invention;

FIG. 18 is a partial cross-sectional view of a floor support beam in an assembly implementation of a high performance assembly wall form matched floor support beam of the present invention;

fig. 19 is a circular knitting pattern diagram of the hollow cylinder of the high performance assembled wall model shell of the present invention (the principle required for circular knitting, the radius R of the cylinder when circular knitting is (a + B)/3.14, where a is the length of the transverse surface of the hollow cylinder and the thickness of the multi-cavity form, and B is the width of the longitudinal surface of the hollow cylinder);

FIG. 20 is an elevation view, in elevation A, of the high performance fabricated wall form of the present invention as shown in FIG. 19;

FIG. 21 is a front view in the direction B of FIG. 19 of a high performance fabricated wall form of the present invention;

fig. 22 is a plan view of the installation of the reinforcing mesh in the top view of the assembled wall module of the present invention.

In the figure: 1-multi-cavity formwork, 2-hollow column, 3-hollow column transverse plane, 3A-transverse plane weft, 3B-transverse plane warp, 4-hollow column longitudinal plane, 4A-longitudinal plane weft, 4B-longitudinal plane warp, 5-material layer, 6-hard decorative surface layer, 7-compression-resistant material layer, 8-reinforcing mesh, 9-vertical hard strip, 10-retention mechanism, 11- 'L' -shaped metal strip, 12-magnet, 21-foaming strip, 22-paper-plastic composite cylinder, 23-foaming material, 24-fine silk thread, 31-through hole, 32-folding loose leaf, 33-inner clamping piece, 34-outer clamping piece, 35-fastener, 36-buckle, 81-horizontal reinforcing steel bar, 82-vertical reinforcing steel bar, 83-spacing strips, 91-transverse hard strips, 111-woven hollow formworks, 112-vertical strips, 113-transverse strips, 114-first woven surfaces, 115-second woven surfaces, 116-fiber belts, 117-inverted U-shaped steel materials, 117a I-beam rivets, 118 regular U-shaped steel materials, 119-wavy steel plates, 120-inverted U-shaped spaced support steel strips, 121-floors, 122-fiber rope clamping devices, 122A-pulleys, 123-fiber ropes, 123 a-fiber rope steel pipes, 123B-backing plates and 123C-resin.

Detailed Description

The technical solution of the embodiments of the present invention will be clearly and completely described below by referring to the drawings of the embodiments of the present invention, and particularly, the combination between the movable hinge and the fixed hinge having different configurations will be described. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-8, the present invention provides an embodiment:

the first embodiment is as follows: when the high-performance assembled wall formwork shell is used as a basic formwork shell, the high-performance assembled wall formwork shell comprises a multi-cavity formwork shell 1, a plurality of hollow cylinders 2 are arranged on the multi-cavity formwork shell 1, transverse faces 3 and transverse faces of the hollow cylinders are connected with each other to form the multi-cavity formwork shell 1, the hollow cylinders 2 are fiber net bodies woven by fiber materials, and waterproof films can be compounded on the hollow cylinders 2. The hollow column body 2 can be made of one or more mixed soft materials with extremely high tensile strength, such as plastic PP, PE, glass fiber, or graphite thin woven cloth or net, and a layer of waterproof film is compounded on the plane of the woven cloth used for the inner surface of the hollow column body 2 before the hollow column body 2 is connected according to the building design requirement, so that the poured wall body has a waterproof effect and is suitable for places with much rain and moisture, such as the south and the like. The hollow column body transverse surface 3 is provided with a plurality of through holes 31 which are uniformly distributed in the vertical direction and have the same size, the through holes 3 can be manufactured by evacuating the transverse surface warp and the transverse surface weft, the fiber is woven into a roll cloth in a barrel shape, the transverse surface warp and the transverse surface weft of the through holes set on the transverse surface of the hollow column body are evacuated during weaving, the distance between the transverse surface warp and the transverse surface weft is increased to generate the through holes 3, or after normal weaving, the transverse surface of the hollow column body is folded and pressed into a strip shape, a plurality of through holes 31 with the same size and distance are punched, then when the hollow column body 2 is over-molded into a square column, the opposite surfaces of the hollow column body 2 with the through holes 31 are ensured to be mutually adhered together to form the multi-cavity formwork 1, and the through holes 31 can be knitted by the evacuated transverse surface warp and weft, or the through holes 31 can be punched after the weaving is finished, that is, the existence of the through holes 31 enables the poured concrete slurry to longitudinally flow and fill each cavity of the mold column when the multi-cavity formwork 1 is used for building wall formworks, so that the shearing strength of the concrete is not influenced. The left side and the right side of the multi-cavity formwork 1 are provided with a plurality of folding hinges 32, each folding hinge 32 is provided with two inner clamping pieces 33 and two outer clamping pieces 34 in right angles, the right angles of the two inner clamping pieces 33 are abutted, the two outer clamping pieces 34 are respectively arranged at the two ends of the two inner clamping pieces 33, the two sides of the transverse face 3 of the hollow cylinder arranged by the inner clamping pieces and the outer clamping pieces are connected through a fastening piece 35, when the inner clamping pieces and the outer clamping pieces are arranged on the transverse face 3 of the hollow cylinder, the unified orientation is kept, the folding hinges 32 can be used for folding the transverse face 3 of the hollow cylinder in one direction, the multi-cavity formwork 1 can be quickly folded when being transported and stored, and can be quickly unfolded during field installation, and the folding hinges 32.

Specifically, a multi-layer material layer 5 is compounded on the inner side of the longitudinal surface 4 of the hollow cylinder, and a hard decorative surface layer 6 is compounded on the outer side of the longitudinal surface 4 of the hollow cylinder. According to the requirements of building design, a medium-hard material layer or a heat-insulating material layer is compounded on one or two inner sides of the hollow cylinder 2, and a layer of material with certain strength, such as a hard wall formed by solidified fiber cement and a base body, or a dry-bound aluminum-plastic plate, a glass-magnesium plate and the like is compounded on one or two outer sides of the hollow cylinder 2, so that the bending strength of the wall surface can be achieved, and the wall body is decorated.

Specifically, a plurality of buckles 36 with the same length as the through holes 31 are arranged at any left end and any right end of the multi-cavity formwork 1, the buckles 36 are connected to the inner side of the lower end of the through holes 31, the buckles 36 extend from the inner side of the through holes 31 to the outer side, one end provided with the buckles 36 is placed into the through hole 31 of the other multi-cavity formwork without the buckle end when the multi-cavity formwork is installed, the multi-cavity formwork sinks under the self weight of the multi-cavity formwork to buckle the previous multi-cavity formwork, and the longitudinal and transverse limiting of the multi-cavity formwork is guaranteed.

Furthermore, a plurality of fixing mechanisms 10 are arranged at the bottom of the longitudinal surface of the hollow column, two L-shaped metal strips 11 which are mutually abutted are arranged on the fixing mechanisms 10, the two L-shaped metal strips 11 are respectively and fixedly connected to the bottom and the outer side of the longitudinal surface 4 of the hollow column, the inner L-shaped metal strip 11 and the outer L-shaped metal strip 11 are mutually abutted at right angles in an inverted L-shaped mode to clamp the multi-cavity formwork 1, when the multi-cavity formwork is installed on site, the multi-cavity formwork is placed into a prepared track, and the fixing mechanisms 10 are mutually attracted with the magnets 12 on the track so as to fix the position of the multi-cavity formwork.

In some constructions, the hollow cylinder can be transformed into a trapezoid, the wall body with radian can be formed by the trapezoid hollow cylinder, and the hollow cylinder can also be in other shapes, so that the multi-cavity formwork wall body with various shapes is formed.

This embodiment is the utility model discloses a basic mould shell can increase other structures or materials on basic many cavitys mould shell according to the various requirements on building ground to be applicable to various building place.

Example two: referring to fig. 1-10, a non-load bearing wall form is provided based on the first embodiment, which comprises a hollow column with a transverse surface 3 compounded with a layer 7 of compression resistant material, the layer 7 of compression resistant material having through holes 31 identical to the transverse surface, and since the material of the multi-cavity form is a soft fiber cloth, it has tensile strength and no bending strength, when used in a hollow spaced non-load bearing wall, it is necessary to vertically place the compression resistant material.

Further, more than 1 foaming strip 21 is arranged in the cavity of the hollow cylinder 2, the foaming strip 21 is provided with a paper-plastic composite cylinder 22 and a foaming material 23, a filament yarn 24 is arranged on the outer side of the paper-plastic composite cylinder 22, the foaming material 23 is pressed in the paper-plastic composite cylinder 22 to form the foaming strip 21, the filament yarn 24 is embedded in the exposed part of the paper-plastic composite cylinder 22, the filament yarn 24 can be made of metal, and the filament yarn 24 has the function equivalent to a blade. In the installation site, after the multi-cavity formwork 1 is set to the ground, the filament yarn 24 is pulled upwards, the paper-plastic composite cylinder 22 is cut, the foaming material 23 is exploded to chemically react with the air in the space of the hollow cylinder 2 and expand to squeeze the cavity of the hollow cylinder 2, a keel with certain strength and the multi-cavity formwork 1 form a partition wall of a building, and the multi-cavity formwork 1 can be folded and transported due to the small size of the foaming strips in the transportation process of the multi-cavity formwork 1.

Example three: referring to fig. 7, 8 and 11, a load-bearing wall formwork is provided based on the first embodiment, one or more steel bar meshes 8 are provided in a multi-cavity formwork 1, horizontal steel bars 81 of the steel bar meshes 8 pass through the through holes 31, vertical steel bars 82 are disposed in the middle of the hollow column 2, the horizontal steel bars 81 are welded to the vertical steel bars 82, the steel bar meshes 8 are connected to each other by sleeving two ends of a spacer 83 on the vertical steel bars 82, when the multi-cavity formwork 1 is used for a load-bearing wall, only 1 steel bar mesh 8 can be embedded in the multi-cavity formwork 1, which saves materials and plays a good supporting role. When the multi-cavity formwork 1 is used for a large bearing wall, a plurality of reinforcing steel meshes 8 can be implanted into the multi-cavity formwork 1, the reinforcing steel meshes 8 are sleeved by the isolating bars 83, and the isolating bars 83 are sleeved on the vertical reinforcing steel bars 82 of the reinforcing steel meshes in a rolling manner at two ends, so that two reinforcing steel meshes 8 can be attached together in the transportation process and are pulled apart in the installation process, and the transportation space can be reduced.

Further, the inboard of cavity cylinder longitudinal side 4 is equipped with a plurality of vertical stereoplasm strips 9 with cavity cylinder longitudinal side 4 height the same, the outside of cavity cylinder longitudinal side 4 is equipped with a plurality of horizontal stereoplasm strips 91 with cavity cylinder longitudinal side 4 length the same, vertical stereoplasm strip 9 presss from both sides cavity cylinder longitudinal side 4 with horizontal stereoplasm strip 91 inside and outside, vertical stereoplasm strip 9 and the intersection fixed connection of horizontal stereoplasm strip 91, vertical stereoplasm strip 9 and horizontal stereoplasm strip 91 can be that iron metal makes, also can be the bamboo strip. The longitudinal surface of the hollow column is clamped between the hard strips by a method such as bonding or mechanical connection during factory production, and meanwhile, the vertical hard strips and the transverse hard strips ensure that the longitudinal surface of the hollow column has certain strength in the transverse direction and the longitudinal direction, so that the multi-cavity formwork is used as a cast-in-place concrete formwork.

Example four: referring to fig. 12-13, based on the first embodiment, another formwork is provided, in which a hollow space formwork 111 is woven, the front end and the rear end of the hollow space formwork 111 are provided with a first woven surface 114 and a second woven surface 115 woven by vertical woven strips 112 and horizontal woven strips 113, the vertical woven strips 112 and the horizontal woven strips 113 are crisscrossed to form a hollow space formwork, vertical steel bars 82 are inserted into the hollow space formwork 111 in the vertical direction, the vertical steel bars 82 are crossed to penetrate the horizontal woven strips 113, the hollow space formwork 111 is provided with a plurality of fiber bands 116, the fiber bands 116 penetrate the vertical woven strips 112 and the vertical steel bars 82 along the horizontal direction of one of the horizontal woven strips 113 of the first woven surface 114, the fiber bands 116 penetrate the vertical steel bars 82 of the second woven surface 115 in the 8-shaped manner each time when penetrating the vertical steel bars 82 of the first woven surface 114, and then continue to horizontally penetrate the remaining vertical woven strips 112 of the first woven surface 114 and the second woven surface 114 in the 8-shaped manner to and back and forth Vertical rebars 82 in the woven face 115.

The woven hollow shuttering 111 is woven by using a hard material, so that the compressive strength of the woven hollow shuttering 111 can be increased without increasing the weight and the volume of the woven hollow shuttering 111, the woven hollow shuttering 111 is woven by using bamboo strips, the widths of the vertical bamboo strips and the horizontal bamboo strips can be the same, a regular pattern is presented, the wider horizontal bamboo strips can be used, the stress of the woven hollow shuttering 111 is relatively good, the weaving method is not limited to regular weaving or irregular weaving, and the woven pattern is a wall decoration effect of a wall, such as a 3D effect wall.

The fabric 116 connects the two woven faces of the woven void former 111, limiting the cross-sectional dimension between the woven void formers 111 and the impact force when pouring concrete.

Furthermore, a plurality of folding hinges 32 are arranged at the left end and the right end of the woven cavity formwork 111, the folding hinges 32 enable the woven cavity formwork 111 to be folded together in the transportation process, space is saved, and the folding hinges 32 are unfolded to keep the stability of the woven cavity formwork 1111 on the ground when the hollow cavity formwork is installed.

Referring to fig. 14-18, in view of the safety and efficiency of installation of the multi-cavity form in the field, the wall of the prefabricated building needs to be temporarily supported to ensure that the wall does not fall down, so that a floor support beam used in conjunction with the high performance prefabricated wall form of the present invention is provided.

The floor support beam structure mainly comprises an upper part, a middle part and a lower part, wherein the upper part is an inverted U-shaped steel 117, the middle part is a wave-shaped steel plate 119, the lower part is a regular U-shaped steel 118, the upper end and the lower end of the wave-shaped steel plate 119 are respectively inserted into the inverted U-shaped steel 117 and the regular U-shaped steel 118, and the upper end and the lower end of the wave-shaped steel plate 119 are respectively connected to the inner side surfaces of the inverted U-shaped steel and the regular U-shaped steel through an I-beam rivet 117 a. The fiber rope 123, the fiber rope steel pipe 123a, the backing plate 123B and the resin 123C are arranged at the bottom of the U-shaped steel 118, the fiber rope 123 serves as a bottom layer of the floor support beam and bears tensile stress, the fiber rope 123 is tensioned and twisted inside the fiber rope steel pipe 123a at the bottom of the U-shaped steel to prevent the rope from loosening, the backing plate 123B is located above the fiber rope steel pipe 123a, and the resin 123C is filled in a gap between the backing plate 123B and the fiber rope steel pipe 123 a. The fiber rope clamping device 122 is disposed at both ends of the U-shaped steel material, and the fiber rope clamping device 122 includes a pulley 122A having a central hole. When the module is installed on site, the belt pulleys 122A at the two ends of the U-shaped steel 118 at the bottom of the floor support beam are sleeved in the vertical steel bars 82 of the steel bar net 8 in the multi-cavity formwork 1, so that the effect of supporting the multi-cavity formwork 1 not to fall down is achieved.

Further, a plurality of wave type light steel plates 119 are arranged in the middle of the floor supporting beam, a certain gap is formed between the wave type light steel plates 119, a reversed U-shaped interval supporting section steel bar 120 transversely penetrates through the gap, a plurality of clamping grooves clamped with a positive U-shaped steel material 118 are punched in the reversed U-shaped interval supporting section steel bar 120, the reversed U-shaped interval supporting section steel bar 120 is clamped into the upper end of the positive U-shaped steel material 118 at the lower part of the floor supporting beam during field installation, the floor supporting beam is prevented from swinging left and right, stability is improved, and the distance between the floor supporting beams is kept.

The floor support beam is a support when the multi-cavity formwork is installed and is also a part of a structure of a high-performance assembled formwork system, the floor support beam adopts a fiber rope light steel combined structure, and a light steel beam structure with light weight and high strength is realized, so that the multi-cavity formwork can be quickly inserted into the floor support beam at the lower end of the floor on the spot. Then the floor support beam is inserted into the upper ends of two walls (multi-cavity formwork) to be used as the support of the walls and also used as the upper floor structure support or the ceiling structure of the floor, thereby ensuring the safety of the project and the building efficiency. When the lower part of the floor supporting beam is used as a fiber rope of a tensile structure, the prestress of the rope is artificially increased, the rope clamp is embedded in the U-shaped steel, the thickness of the rope clamp is hidden, the horizontal straightness of the floor supporting beam is ensured, and the rigidity of the floor supporting beam is also ensured.

It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims

1. The utility model provides a high performance assembled wall mould shell, includes many cavitys mould shell, its characterized in that: the multi-cavity formwork is provided with a plurality of hollow cylinders, the transverse faces of the hollow cylinders are connected with the transverse faces, the hollow cylinders are formed by weaving a rear composite waterproof material by a fiber material, through holes which are uniformly distributed in the vertical direction of the transverse faces of the hollow cylinders and have the same size are formed in the vertical direction of the transverse faces of the hollow cylinders, a plurality of folding loose leaves are arranged between the through holes, the folding loose leaves are provided with two inner clamping pieces and two outer clamping pieces of a right angle type, right angles of the two inner clamping pieces are offset, the two outer clamping pieces are respectively arranged at two ends of the two inner clamping pieces, the two sides of the transverse faces of the hollow cylinders are arranged in the inner clamping pieces and the outer clamping pieces and are connected through fasteners, the inner side of the longitudinal faces of the hollow cylinders is compounded with a multilayer material layer, and the outer side of the longitudinal faces of the hollow cylinders is compounded with a hard decorative surface layer.

2. The high performance fabricated wall form of claim 1, wherein: any end about the multicavity mould shell is equipped with a plurality of buckle the same with through-hole length, and the buckle is connected at the through-hole lower extreme inboard, and the buckle extends to the outside by the through-hole inboard.

3. The high performance fabricated wall form of claim 1, wherein: the transverse surface of the hollow cylinder is compounded with a compression-resistant material layer.

4. The high performance fabricated wall form of claim 3, wherein: more than 1 foaming strip is arranged in the cavity of the hollow column body, the foaming strip is provided with a paper-plastic composite cylinder and a foaming material, a fine yarn is arranged on the outer side of the paper-plastic composite cylinder, after the on-site multi-cavity formwork is installed, the fine yarn is pulled open, and the foaming material of the foaming strip and air undergo chemical reaction and expand to generate a filling object with certain hardness.

5. The high performance fabricated wall form of claim 2, wherein: the multi-cavity formwork is internally provided with a plurality of reinforcing mesh, horizontal reinforcing steel bars of the reinforcing mesh penetrate through the through holes, vertical reinforcing steel bars are arranged in the middle of the hollow cylinder body and are welded with the vertical reinforcing steel bars, and the plurality of reinforcing mesh are connected with the vertical reinforcing steel bars in a sleeved mode through two ends of the isolating bars.

6. The high performance fabricated wall form of claim 5, wherein: the inner side of the longitudinal surface of the hollow cylinder is provided with a plurality of vertical hard strips with the same height as the longitudinal surface of the hollow cylinder, the outer side of the longitudinal surface of the hollow cylinder is provided with a plurality of horizontal hard strips with the same length as the longitudinal surface of the hollow cylinder, the longitudinal surface of the hollow cylinder is clamped between the vertical hard strips and the horizontal hard strips, and the intersection of the vertical hard strips and the horizontal hard strips is fixedly connected.

7. The high performance fabricated wall form of claim 1, wherein: the bottom of the longitudinal surface of the hollow cylinder is provided with a plurality of fixing mechanisms, the fixing mechanisms are provided with two mutually abutted L-shaped metal strips, and the two L-shaped metal strips are fixedly connected to the bottom and the outer side of the longitudinal surface of the hollow cylinder respectively.

8. The high-performance assembled wall mold shell according to any one of claims 1 to 7, wherein: when the hollow columns are trapezoidal, a plurality of hollow columns are connected to form an arc-shaped multi-cavity formwork.