CN208899421U - Construction after-hardening reinforced cement board - Google Patents
Construction after-hardening reinforced cement board Download PDFInfo
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- CN208899421U CN208899421U CN201821298727.2U CN201821298727U CN208899421U CN 208899421 U CN208899421 U CN 208899421U CN 201821298727 U CN201821298727 U CN 201821298727U CN 208899421 U CN208899421 U CN 208899421U
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Abstract
The utility model discloses a kind of construction after-hardening reinforced cement boards, flexible fiber composite layer composed by flexible fiber tissue layer including the 3 D stereo as made of weaving and the cementitious material being filled in inside the flexible fiber tissue layer, and the enhancing composite layer being connected on one surface of flexible fiber composite layer.The purpose of this utility model is to provide a kind of construction efficiency height, tension, bend resistance construction after-hardening reinforced cement board.
Description
Technical field
The utility model belongs to technical field of construction equipment, and in particular to one kind enhances more particularly to a kind of construction after-hardening
Cement plate.
Background technique
Traditional water conservancy irrigation canals and ditches, road and massif slope protection is laid with using concrete products such as cement mortar, stone masonries.River
It is typically necessary with irrigation canals and ditches and does water-proofing treatment, and the use of the solution of existing product lowly spread in cement mortar and stone masonry
One layer of geomembrane (plastic foil).Existing to be fixed cement in the fibre by using fiber and other material, plus before water it does not have
Flexible, hardening is as cement plate after adding water, but the cement plate intensity difference after hardening, pliable.
Utility model content
Therefore the technical problem to be solved by the present invention is to overcome the defect of cement plate intensity difference in the prior art.
For this purpose, the technical solution adopted is that, the utility model provides a kind of construction after-hardening reinforced cement board, and feature exists
In: flexible fiber tissue layer including the 3 D stereo as made of weaving and the glue being filled in inside the flexible fiber tissue layer
Flexible fiber composite layer composed by gel material, and the enhancing being connected on one surface of flexible fiber composite layer are multiple
Condensation material layer.
In order to enhance connection, preferred technical solution is the flexible fiber composite layer and the enhancing composite layer
Between be equipped with stretch-proof enhance adhesive layer.
In order to so that quick-hardening after cement plate rainwater, preferred technical solution are, the flexible fiber composite layer
Including two layers of surface fiber fabric layer and the support fiber fabric layer being connected between two layers of surface fiber tissue layer；Institute
Cementitious material is stated to be filled in two layers of surface fiber fabric layer.
In order to improve the tension and anti-pressure ability of support fiber fabric layer, preferred technical solution is the support fiber
Tissue layer includes the longitudinal fiber tissue layer being connected between two layers of surface fiber tissue layer, the longitudinal fiber tissue layer
With two layers of surface fiber fabric layer, a whole three-dimensional structure, two layers of surface fiber are knitted to form by textile technology
The distance between tissue layer is between 5mm~50mm.
In order to provide multiple choices to enhancing composite layer, preferred technical solution is the enhancing composite material
Layer is carbon fiber, basalt fibre, glass fibre, aramid fiber, polypropylene fibre, PVC, HDPE, LLDPE, LDPE
In any or any of the above different materials be combined.
It is selected in order to provide more clocks to stretch-proof enhancing adhesive layer, the stretch-proof enhances adhesive layer, is set by unsaturation
Rouge, epoxy resin, phenolic resin are made.
In order to improve the tensile resistance of cement plate, preferred technical solution is setting in the flexible fiber composite layer
There is transverse fiber, the transverse fiber is in S shape or cross-like distribution in the horizontal direction, is arranged on the outer wall of the transverse fiber
There is coating, the diameter of the transverse fiber is 0.05 to 0.2mm, and the transverse fiber is with the support fiber fabric layer through weaving
Craft woven connection.
In order to further increase the tensile resistance of cement plate, preferred technical solution is the enhancing composite layer
Side far from stretch-proof enhancing adhesive layer is provided with stretch-proof enhancing pad.
For the ease of the separation and connection of cement plate, preferred technical solution is the enhancing composite material of one piece of cement plate
One end of layer is provided with sub-buckle, is arranged in the mounting groove on the thickness direction of one end through there is mounting groove on another piece of cement plate
There is self-locking female thread.
For the ease of the fixation of cement plate, preferred technical solution is that the both ends of the stretch-proof enhancing pad are provided with water
Square to connection gasket, the connection gasket upper and lower surface is provided with weldable material, the weldable material successively with other water
The same area of mud plate overlaps.
Utility model has the advantages that a kind of construction after-hardening reinforced cement board of the utility model, including by weaving
Made of 3 D stereo flexible fiber tissue layer and the cementitious material that is filled in inside flexible fiber tissue layer composed by it is soft
Property fiber composite, and the enhancing composite layer being connected on one surface of flexible fiber composite layer, flexible fiber are multiple
It closes and is equipped with stretch-proof enhancing adhesive layer between layer and enhancing composite layer.Flexible fiber composite layer includes that two layers of surface fiber is knitted
Nitride layer and the support fiber fabric layer being connected between two layers of surface fiber fabric layer；Cementitious material is filled in two layers of surface fibre
It ties up in tissue layer, cementitious material includes the various hydraulic cementing materials that can be reacted with water, such as various cement-based materials.Branch
Support fiber fabric layer includes the longitudinal fiber tissue layer being connected between two layers of surface fiber fabric layer, longitudinal fiber tissue layer with
Two layers of surface fiber fabric layer is knitted to form a whole three-dimensional structure, two layers of surface fiber fabric layer by textile technology
The distance between 5mm~50mm.Enhancing composite layer 3 is carbon fiber, basalt fibre, glass fibre, poly- aryl
Nylon, polypropylene fibre, any or any of the above different materials are combined in PVC, HDPE, LLDPE, LDPE.
Stretch-proof enhances adhesive layer, is made of unsaturated-resin, epoxy resin, phenolic resin etc..Entire cement plate is layered on and has been dug
In irrigation canals and ditches, since cement plate is flexible in the mounted state, the shape for adapting to irrigation canals and ditches carries out adaptive change, spreads in installation
If after good, in the upper surface of flexible fiber composite layer uniform sprinkling, hole of the water Jing Guo surface fiber tissue layer enters and hydraulic cement
Material blends, so that hydraulic cement hardening sizing, the hydraulic cement after hardening have good leakproofness and prevent
It is aqueous, the transport and storage of water can be used for.Since cement plate has good flexibility before not watering, easily carry
And conveying.Enhancing composite layer can enhance the tensile resistance of integral cement plate, improve the intensity of cement plate.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the schematic diagram of S shape transverse fiber in the utility model.
Fig. 3 is the schematic diagram of cross-like transverse fiber in the utility model.
Fig. 4 is the schematic diagram of sub-buckle and female thread in the utility model.
Fig. 5 is the scheme of installation of sub-buckle and female thread in the utility model.
Fig. 6 is the structural schematic diagram of connection gasket and welding material in the utility model.
Fig. 7 is the structural schematic diagram of pressing device in the utility model.
Fig. 8 is the structural schematic diagram of adjustable moving plate part in pressing device in the utility model.
Fig. 9 is a kind of fixed rod structure schematic diagram of the cement plate provided of the utility model.
Figure 10 is a kind of Telescopic rod structure schematic diagram of the cement plate provided of the utility model.
Wherein, 1- flexible fiber composite layer；101- surface fiber tissue layer；102- supports fiber fabric layer；2- stretch-proof
Enhance adhesive layer；3- enhances composite layer；4- transverse fiber；6- stretch-proof enhancing pad；The self-locking female thread of 7-；8- sub-buckle；9- connects
Connection pad；10- welding material；11- bottom plate；12- column；13- crossbeam；14- sliding sleeve；15- hydraulic cylinder；16- pressing plate；17- first is pressed
Force snesor；The first display of 18-；19- groove；20- movable plate；21- bearing；22- screw rod；The second threaded hole of 23-；24- turns
Dynamic handle；25- guide rod；26- pilot hole；27- second pressure sensor；28- string holes；29- second display；30- conducting wire；
31-T type structure notch；32- fixed link；33- ground；The underground 34-；35- annular protrusion；36- clad；The first through hole of 37-；
The second through hole of 38-；39- locating rod；40- telescopic rod；41- cavity body；42- spring；43- electromagnet.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
As shown in Figure 1, a kind of construction after-hardening reinforced cement board of the utility model, including the three-dimensional as made of weaving are vertical
Flexible fiber composed by the flexible fiber tissue layer of body and the cementitious material being filled in inside the flexible fiber tissue layer is multiple
Close layer 1, and the enhancing composite layer 3 being connected on 1 one surface of flexible fiber composite layer, the flexible fiber
Stretch-proof is equipped between composite layer 1 and the enhancing composite layer 3 enhances adhesive layer 2.The flexible fiber composite layer 1 includes
Two layers of surface fiber fabric layer 101 and the support fiber fabric layer being connected between two layers of surface fiber tissue layer 101
102；The cementitious material is filled in two layers of surface fiber fabric layer 101, and the cementitious material includes that various can carry out with water
The hydraulic cementing materials of reaction, such as various cement-based materials.The support fiber fabric layer 102 includes being connected to described in two layers
Longitudinal fiber tissue layer between surface fiber tissue layer 101, the longitudinal fiber tissue layer and two layers of surface fiber fabric layer,
It is knitted to form a whole three-dimensional structure by textile technology, the distance between two layers of described surface fiber tissue layer 101 exists
Between 5mm~50mm.The enhancing composite layer 3 be carbon fiber, basalt fibre, glass fibre, aramid fiber,
Any or any of the above different materials are combined in polypropylene fibre, PVC, HDPE, LLDPE, LDPE.The tension
Enhancing adhesive layer 2 is stretched, is made of unsaturated-resin, epoxy resin, phenolic resin etc..
Working principle: entire cement plate is layered in the irrigation canals and ditches dug, since cement plate is flexible in the mounted state,
The shape for adapting to irrigation canals and ditches carries out adaptive change and uniformly spills after installation is laid in the upper surface of flexible fiber composite layer 1
Water, hole of the water Jing Guo surface fiber tissue layer 101 enters to be blended with hydraulic cement, so that hydraulic cement hardening is fixed
Type, the hydraulic cement after hardening have good leakproofness and waterproofness, can be used for the transport and storage of water.Due to cement
Plate has good flexibility before not watering, therefore, easily carries and conveys.Enhancing composite layer can enhance integral cement
The tensile resistance of plate improves the intensity of cement plate.Cement plate is coiled storage transport before watering, at the scene according to engineering
It is required that being cut into arbitrary size and being laid with, then water.After watering, cement can harden to form intensity over time,
Play the role of shaping, slope protection.It in construction, can quickly be laid with, hardening sizing is then completed after watering, construction efficiency is fast.
In order to improve the tensile resistance of cement plate, preferred technical solution is, as Figure 2-3, the flexible fiber
Transverse fiber is provided in composite layer, the transverse fiber is in S shape or cross-like distribution, the transverse fiber in the horizontal direction
Outer wall on be provided with coating, the diameter of the transverse fiber is 0.05 to 0.2mm, the transverse fiber and support fibre
It ties up tissue layer and weaves connection through textile technology.
In order to further increase the tensile resistance of cement plate, preferred technical solution is the enhancing composite layer 3
Side far from stretch-proof enhancing adhesive layer 2 is provided with stretch-proof enhancing pad 6, and the stretch-proof enhancing pad also has good
Elasticity, can buffer and resist impact, prevent cement plate impaired.
For the ease of the separation and connection of cement plate, preferred technical solution is, as illustrated in figures 4-5, one piece of cement plate
One end of enhancing composite layer 3 is provided with sub-buckle 8, and running through on the thickness direction of one end on another piece of cement plate has mounting groove, institute
It states and is provided with self-locking female thread 7 in mounting groove, the separation of cement plate can be realized by self-locking female thread 7 and sub-buckle 8, connect, to adapt to
Various sizes of irrigation canals and ditches are laid with.
For the ease of the fixation of cement plate, preferred technical solution is, as shown in fig. 6, the two of stretch-proof enhancing pad 6
End is provided with the connection gasket 9 of horizontal direction, and 9 upper and lower surface of connection gasket is provided with weldable material 10, the solderable material
Material 10 is successively overlapped with the same area of other cement plates, is connected by techniques such as bolt anchoring, hot melt, cold pressings.
Cement plate has good flexibility before not watering, can arbitrarily be spliced, in order to realize quick splicing, and be protected
Good flatness is demonstrate,proved, therefore, the application devises a kind of pressing device, and this pressing device is applied to the son of multiple cement plates
The quick pressing of button and female thread, and preset pressure is provided, enable seam crossing that there is good flatness, as shown in fig. 7, packet
Bottom plate 11, column 12, crossbeam 13, sliding sleeve 14, hydraulic cylinder 15, pressing plate 16, first pressure sensor 17, the first display 18 are included,
The top setting spaced apart of the bottom plate 11 is provided with horizontal direction between two columns 12 there are two column 12
Crossbeam 13, be provided with sliding sleeve 14 on the crossbeam 13, the first threaded hole, first spiral shell be provided through on the sliding sleeve 14
It is equipped on pit and tightens screw, the lower section of the sliding sleeve 14 is provided with hydraulic cylinder 15, and the piston rod of the hydraulic cylinder 15 is vertical
It extends downwardly, and the pressing plate 16 of horizontal direction is installed.The cement plate pressed will be needed successively to set, self-locking female thread 7 and sub-buckle
8, viscose glue can be added in stitching portion to strengthen connection, then start hydraulic cylinder 15, so that the piston rod of hydraulic cylinder 15 pushes pressure
Plate 16 splices the cement plate being well placed compression.It once can be achieved with the quick splicing of multiple cement plates by pressing plate, improve
The efficiency of splicing, can be mobile in crossbeam 13 by sliding sleeve 14, realizes the adjustment to the horizontal direction position of pressing plate 16, so as to
It can be aligned with cement plate to be spliced together, improve the flexibility of pressing plate.
In order to accurately be controlled pressing force, the application is also further devised: the bottom end of the pressing plate 16 is provided with
First pressure sensor 17, the top of the pressing plate 16 are provided with the first display 18, the first pressure sensor 17 and institute
State the electric connection of the first display 18.It is capable of measuring pressing force by the first pressure sensor 17 on pressing plate 16, and passes through first
Display 18 shows pressure value, accurately to be controlled pressing force, to guarantee the pressing quality and flatness of cement plate.
When the stitching portion thickness of multiple cement plates to be spliced together is different, it is difficult to guarantee to provide by the pushing of pressing plate 16
The pressing force communicated, the big stitching portion of possible thickness is all by pressure ring, and the low place of thickness compresses not yet, to understand
Certainly this problem, the application devises the adjustable movable plate in part, as shown in figure 8, setting on the bottom end end face of the pressing plate 16
It is equipped with downward opening groove 19, movable plate 20 is provided in the groove 19, the movable plate 20 is open with the groove 19
Sectional dimension it is identical, bearing 21 is installed, 21 outer ring of bearing and the movable plate 20 in the upper end of the movable plate 20
It being fixedly connected, the second threaded hole 23 is provided through on the pressing plate 16, second threaded hole 23 is connected to the groove 19,
Screw rod 22 is mounted in second threaded hole 23,22 lower end of screw rod and the fixed company of 21 inner ring of bearing, the screw rod
16 top of pressing plate is extended in 22 upper ends, and 22 upper end of screw rod is provided with swing handle 24, is located on the movable plate 20
The two sides of the screw rod 22 are provided with guide rod 25, and the two sides that the screw rod 22 is located on the pressing plate 16, which extend through, to be provided with
Pilot hole 26, described 25 one end of guide rod are fixedly connected with the upper end end face of the movable plate 20, and described 25 one end of guide rod is another
One end passes through the pilot hole 26 and upwardly extends, and the bottom end of the movable plate 20 is provided with second pressure sensor 27, the pressure
Be provided through string holes 28 on plate 16, the upper surface of the pressing plate 16 is provided with second display 29, described 30 one end of conducting wire with
The second display 29 is electrically connected, and 30 other end of conducting wire passes through the string holes 28 and the second pressure sensor
27 are electrically connected.It is bigger (relative to other cement plate stitching portions) for the cement plate stitching portion difference in thickness of part, it will move
Movable plate 20 is adjusted to its top, then starts hydraulic cylinder 15, so that pressing plate 16 carries out unified pressing to all seam crossings, passes through
First display 18 display pressing when pressure value, to the biggish place of local thickness's diversity ratio, sensed by second pressure
Device 27 is capable of measuring pressing force, and is transferred to second display 29 through conducting wire 30, passes through the comparison of pressure value, rotary motion handle
24, drive screw rod 22 to rotate, by being threadedly engaged for screw rod 22 and the second threaded hole 23, so that movable plate 20 is along vertical direction
It moves up and down, to change the pressing force of application, guide rod 25 moves up and down in pilot hole 26 with movable plate 20, prevents axis
The inner ring rotation for holding 21 drives movable plate 20 to rotate, by constantly adjusting the height of movable plate 20, to change pressing force,
When the pressure value that second display 29 is shown is close with the pressure value that first display 18 is shown, entire water is ensured that
The pressing quality of the stitching portion of mud plate.
When construction, first the ground of road surface or irrigation canals and ditches is accomplished fluently, then the cement plate is laid on ground, finally by pouring
Water makes the cement plate carry out hydration reaction and is solidified as road surface or the irrigation canals and ditches of solid, but in the more area of rainwater or soil
The area of short texture, through use after a period of time, thus ground can then be led because rainwash causes soil erosion
The case where causing its road surface or irrigation canals and ditches easily to cave in, or road surface or irrigation canals and ditches caused to be displaced, as a preferred technical scheme
For according to Fig. 9, the surface of the flexible fiber composite layer 1 is equipped at intervals with multiple T-type structure notches 31, the T-type structure
For installing fixed link 32 in notch, ground is run through in described fixed link one end, and is inserted into underground, and the other end is set as annular protrusion,
The convex annular origin or beginning is set as flexible fiber tissue layer, and is filled with cementitious material.When construction, the cement plate is laid on ground
Primary surface, and punched at the T-type structure notch using punch, then the fixed link is inserted into the T-type structure
In notch, make the fixed link through the ground and be inserted into underground, makes the upper surface of the annular protrusion and the cement plate
Upper surface be same level；It waters at this time to the cement plate and the annular protrusion, that is, may make the cement
Plate and the annular protrusion hydration reaction are simultaneously connected to one, and when rain drop erosion ground causes soil erosion, lead to ground
After landslide, the fixed link can guarantee its road surface or irrigation canals and ditches are not in displacement situation.The fixed link is horizontal and vertical
Every being distributed in below road surface or irrigation canals and ditches, while ground is also extended through, when rain drop erosion, may also function as the purpose for consolidating ground, into
Caused by one step is reduced because of rain drop erosion the case where soil erosion.
The fixed link is the lower section that interval is located at the cement plate, and meeting after soil erosion occurs in the ground below road surface
Cavity below road surface is caused, landslide is then easily led to after the load-bearing of road surface and causes the accident, and by the support of the fixed link, it can
The case where reducing the landslide of its road surface, thus accident caused by reducing because of landslide.The fixed link can pass through the side of concreting
Method constructs to obtain, and can also be set as the flexible fiber composite layer of ring structure, obtains the fixation of cement-base composite material using watering
Bar, the fixed link can also be set as metal material.
To be further ensured that the fixed link by fixed stronger of the road surface or irrigation canals and ditches, while can also reduce water and soil stream
The case where mistake, as a preferred technical scheme for according to Fig. 9 and Figure 10, the outer circumferential of the fixed link 32 is equipped with one
The clad 36 of ring structure, the clad 36 are set as enhancing composite layer or waterproof layer, the axial direction of the fixed link 32
Center is equipped with the first through hole 37, and the outer circumferential of the fixed link 32 is arranged equipped with fixation hole, and the fixation hole is arranged along described solid
The longitudinal center line of fixed pole is symmetrical and runs through the fixed link, and the fixation hole column include multiple vertical direction spaced the
Two through holes 38.
Locating rod 39 is additionally provided in first through hole 37, the outer circumferential of the locating rod 39 is symmetrically arranged with flexible company
Bar column, the shrinking connecting-rod column include the telescopic rod 40 of multiple vertically-spaced settings, and the telescopic rod 40 includes successively
Set merges the multi link unit of scalable setting, and 40 center of telescopic rod is set as cavity body 41, is equipped in the cavity body 41
Spring 42, when use, the spring 42 flicked, then the multi link unit of the telescopic rod 40 is stretched out.Second through hole 38
It is movable back and forth for the telescopic rod 40, after the telescopic rod 40 stretches out second through hole 38, then it is inserted into the cross of the underground
To the horizontally-parallel face of parallel surface or ground, it is equipped with electromagnet 43 between one group of lateral symmetry telescopic rod 40, it is described
Electromagnet 43 is embedded in the locating rod 39, and the electromagnet 43 connects by conducting wire 30 and draws the locating rod 39
Top.When construction, by the foundation construction it is good after, the cement plate is laid on the ground upper surface, utilizes punch
It is punched at the T-type structure notch of the cement plate, by the hole beaten of clad insertion punch, then by the fixed link
It is placed in the center of the clad, the locating rod is placed in the fixed link by first through hole 37；At this point, institute
It states electromagnet and is in energized state, after the locating rod is fully recessed into first through hole, by the axial direction of the telescopic rod
Center line is directed at the longitudinal center line of second through hole, and the power supply of the electromagnet is disconnected, at this point, the spring by
In the magnetism of not electromagnet, then the spring flicks, the spring flick can drive the telescopic rod 40 respectively to the left and
It stretches out to the right, the telescopic rod can be inserted into the ground and underground, and parallel with the surface of the flexible fiber composite layer
Setting.Thus it can guarantee that the fixed link stronger can be fixed on the ground and the underground, can reduce because of rain
Water or flood excessive the case where causing soil erosion and road foundation is caused to collapse, since the fixed link is perpendicular to the cement
The surface of plate and the setting of horizontal and vertical interval, and the telescopic rod is then arranged in parallel in the lower section of the cement plate, and along institute
It states fixed link vertical direction and is equipped at intervals with multiple row, thus can be one by one rectangular by the ground and underground soil lattice, and divide
Lattice is after square structure, are then conducive to the stability of reinforcing soil and ground, soil erosion caused by reducing because of rainwater or flood
Situation.When road or irrigation canals and ditches using needing to repair or pass into disuse again for a period of time, in order to reduce to natural environment
It destroys, the road or irrigation canals and ditches that can be also laid with by removing the cement plate, when dismounting, the road that first forms the cement plate on surface layer
Or irrigation canals and ditches remove, due to construction when, the annular protrusion and the cement plate are combined together by hydration reaction, remove road or
After the cement-base composite material of ditch surface and the extra play, the remaining fixed link in ground and clad, by being led described
Line is once again powered up, and the electromagnet generates magnetism, can be withdrawn the intracorporal spring of the cavity, the spring is withdrawn same
When, it drives the telescopic rod to shrink, after the contraction pole is shunk, the fixed link can be extracted the clad, the packet
Coating can carry out soil-burial or planting, can further protect the road after removing or irrigation canals and ditches to restore by planting plants
Natural ecology.
The conducting wire is embedded in the locating rod, after the electromagnet is powered off by the conducting wire, the telescopic rod
Interior telescopic spring and pop-up then drive the telescopic rod flexible, and the telescopic rod can run through second through hole 38,
And it is inserted into underground or ground.And after the telescopic rod is flexible, it can water to the annular protrusion, make the annular
The raised and described flexible fiber composite layer, which pours, to be integrated.The end of the telescopic rod is set as pyramidal structure, it is ensured that described to stretch
Contracting bar is rapidly inserted into the underground or ground, while can also reduce the resistance of insertion.And works as and the annular protrusion is poured
When water, the conducting wire then leaks outside in the locating rod and the annular protrusion.
Claims (8)
1. a kind of construction after-hardening reinforced cement board, it is characterised in that: the flexible fiber including the 3 D stereo as made of weaving
Flexible fiber composite layer (1) composed by tissue layer and the cementitious material being filled in inside the flexible fiber tissue layer, and
The enhancing composite layer (3) being connected on (1) one surface of flexible fiber composite layer.
2. a kind of construction after-hardening reinforced cement board according to claim 1, it is characterised in that: the flexible fiber is compound
Stretch-proof enhancing adhesive layer (2) is equipped between layer (1) and the enhancing composite layer (3).
3. a kind of construction after-hardening reinforced cement board according to claim 1, it is characterised in that: the flexible fiber is compound
Layer (1) includes two layers of surface fiber fabric layer (101) and the branch that is connected between two layers of surface fiber tissue layer (101)
It supports fiber fabric layer (102)；The cementitious material is filled in two layers of surface fiber fabric layer (101).
4. a kind of construction after-hardening reinforced cement board according to claim 3, it is characterised in that: the support fabric
Layer (102) includes the longitudinal fiber tissue layer being connected between two layers of surface fiber tissue layer (101), the longitudinal fiber
Tissue layer and two layers of surface fiber fabric layer are knitted to form a whole three-dimensional structure, two layers of table by textile technology
The distance between face fiber fabric layer (101) is between 5mm~50mm.
5. a kind of construction after-hardening reinforced cement board according to claim 3, it is characterised in that: the flexible fiber is compound
It is provided with transverse fiber (4) in layer (1), the transverse fiber is in S shape or cross-like distribution, the laterally fibre in the horizontal direction
Tie up and be provided with coating on the outer wall of (4), the diameter of the transverse fiber (4) is 0.05 to 0.2mm, the transverse fiber (4) with
The support fiber fabric layer (102) weaves through textile technology and connects.
6. a kind of construction after-hardening reinforced cement board according to claim 2, it is characterised in that: the enhancing composite material
Layer (3) is provided with stretch-proof enhancing pad (6) far from the side of stretch-proof enhancing adhesive layer (2).
7. a kind of construction after-hardening reinforced cement board according to claim 1, which is characterized in that the enhancing of one piece of cement plate
One end of composite layer (3) is provided with sub-buckle (8), and running through on the thickness direction of one end on another piece of cement plate has mounting groove, institute
It states and is provided with self-locking female thread (7) in mounting groove.
8. a kind of construction after-hardening reinforced cement board according to claim 6, it is characterised in that: the stretch-proof enhancing pad
(6) both ends are provided with the connection gasket (9) of horizontal direction, and connection gasket (9) upper and lower surface is provided with weldable material (10),
The weldable material (10) successively overlaps with the same area of other cement plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821298727.2U CN208899421U (en) | 2018-08-13 | 2018-08-13 | Construction after-hardening reinforced cement board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821298727.2U CN208899421U (en) | 2018-08-13 | 2018-08-13 | Construction after-hardening reinforced cement board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208899421U true CN208899421U (en) | 2019-05-24 |
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ID=66569141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821298727.2U Active CN208899421U (en) | 2018-08-13 | 2018-08-13 | Construction after-hardening reinforced cement board |
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| Country | Link |
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| CN (1) | CN208899421U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661014A (en) * | 2018-08-13 | 2018-10-16 | 北京邦固得建筑材料技术有限公司 | Construction after-hardening reinforced cement board |
-
2018
- 2018-08-13 CN CN201821298727.2U patent/CN208899421U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661014A (en) * | 2018-08-13 | 2018-10-16 | 北京邦固得建筑材料技术有限公司 | Construction after-hardening reinforced cement board |
| CN108661014B (en) * | 2018-08-13 | 2023-11-10 | 北京邦固得建筑材料技术有限公司 | Post-construction hardening reinforced cement board |
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Effective date of registration: 20220411 Address after: 313000 Jiurong Industrial Park, Langshan Industrial Park, Xiaopu Town, Changxing County, Huzhou City, Zhejiang Province Patentee after: Zhejiang Lilu New Material Co.,Ltd. Address before: 101100 1102, floor 11, building 9, yard 28, Jingsheng South 1st Street, Tongzhou District, Beijing Patentee before: BEIJING BONDGOOD BUILDING MATERIALS TECHNOLOGY Co.,Ltd. |