Utility model content
Based on this, it is necessary in view of the above-mentioned problems, a kind of building element is provided, concrete layer, waterproof layer, protective layer knot
It is combined, ensure that the quality of component, simplify site construction technology, and waterproof effect is good.
A kind of building element, including concrete layer, the side for being bonded in concrete layer waterproof layer and be bonded in waterproof layer
Side protective layer;The part of unprotected layer covering forms reserved position in waterproof layer, and reserving position includes the first overlap joint
Portion, the second pre- socket part of the first pre- socket part for connecting the first clinch, the second pre- socket part for connecting the first pre- socket part and connection the
Two clinch, the prominent protective layer of the first clinch and concrete layer, the edge and concrete of the first pre- socket part and the second pre- socket part
The edge of layer is mutually neat;Waterproof layer is made of flexible material.
Above-mentioned building element when construction, passes through the first clinch of adjacent two pieces building element and the second pre- socket part is wrong
Seam overlap joint, the first clinch are overlapped in the upper surface of the second pre- socket part, then using Concrete Filled in the upper of the first clinch
Surface, waterproof layer have been effectively isolated external and concrete layer, it is therefore prevented that the problem of channeling water, and the utility model building element handle
Concrete layer, waterproof layer, protective layer are combined together, and be ensure that the quality of component, are simplified site construction technology, ensure that whole
The construction quality of a Roof system, while reducing the maintenance cost of later period building, the utility model building element can be applied
In the roofing or top plate of concrete structure, bond effect is good.
The width of the second pre- socket part is equal to the width of the first clinch in one of the embodiments,.
The width of the first clinch is 80~120mm in one of the embodiments,.
The edge of the prominent protective layer of second clinch and concrete layer in one of the embodiments,.
The width of the first pre- socket part is equal to the width of the second clinch in one of the embodiments,.
The width of the second clinch is 80~120mm in one of the embodiments,.
Protective layer is close to the edge and concrete layer of the side of the first clinch close to first in one of the embodiments,
The edge of the side of clinch is mutually neat.
Notch is equipped between the first clinch and the second clinch in one of the embodiments,.
Waterproof layer is waterproof roll in one of the embodiments,.
Building element is cuboid in one of the embodiments, and overlapped that seam is wrong for the long side fissure of displacement of two building elements
Open the breadth of 1/3~1/2 waterproof layer.
Specific embodiment
The utility model will be described more fully below for the ease of understanding the utility model,.But this is practical
It is novel to realize in many different forms, however it is not limited to embodiment described herein.On the contrary, providing these implementations
The purpose of example is to make the understanding of the disclosure of the utility model more thorough and comprehensive.
Unless otherwise defined, all technical and scientific terms used herein are led with the technology for belonging to the utility model
The normally understood meaning of the technical staff in domain is identical.Terminology used in the description of the utility model herein only be
The purpose of description specific embodiment, it is not intended that in limitation the utility model.
It is referring to FIG. 1 to FIG. 4, the building element 100 of one preferred embodiment of the utility model, including concrete layer 20,
It is bonded in the waterproof layer 30 of the side of concrete layer 20 and is bonded in the protective layer 40 of the side of waterproof layer 30.
The area that protective layer 40 covers waterproof layer 30 is less than the surface area of waterproof layer 30, that is, has the table of part waterproof layer 30
Face is exposed to outside.The part that unprotected layer 40 covers in waterproof layer 30 forms reserved position, and reserved position is taken including first
Socket part 31, the first pre- socket part 32 for connecting the first clinch 31, the second pre- socket part 33 for connecting the first pre- socket part 32 and connection the
Second clinch 34 of two pre- socket parts 33.Wherein, the edge of the prominent protective layer 40 of the first clinch 31 and concrete layer 20, first
The edge at the edge and concrete layer 20 of pre- socket part 32 and the second pre- socket part 33 is mutually neat.
It is taken by the first clinch 31a and the second pre- socket part 33b fissure of displacement of adjacent two pieces building element 100a, 100b
It connects, then using Concrete Filled in the upper surface of the first clinch 31a, waterproof layer 30 has been effectively isolated external and concrete layer
20, it is therefore prevented that the problem of channeling water.
Concrete layer 20 is plain concrete construction layer or reinforced concrete structure layer.
Waterproof layer 30 is made of flexible material, and such as waterproof roll or other similar materials, such waterproof layer 30 can be with
Multiple angles are bent into without easy to crack, facilitate construction.
In one embodiment, the width K3 of the second pre- socket part 33 is equal to the width K1 or the second pre-terminated of the first clinch 31
The width K3 in portion 33 is slightly smaller than the width K1 of the first clinch 31, after so that the first clinch 31 is overlapped in the second pre- socket part 33, the
The problem of edge of one clinch 31 abuts adjacent protective layer 40, reduces seam leakage.
In one embodiment, the width K1 of the first clinch 31 is 80~120mm, guarantees to overlap firm, building element 100
While connecting firm, it is not take up excessive component area, in case the concrete for causing overlapping part to fill is excessive and is easy stripping
It falls, or constitutes the illusion for the major part that overlapping part is component.
In one embodiment, the edge of the prominent protective layer 40 of the second clinch 34 and concrete layer 20, then two pieces builds structure
Part 100 can the fissure of displacement overlap joint of the second clinch 34 and the first pre- socket part 32 link together, overlapped with 31 fissure of displacement of the first clinch
Second pre- socket part 33 cooperates, and realizes the connection of three or more building elements 100.
In one embodiment, the width K2 of the first pre- socket part 32 is equal to the width K4 or the first pre-terminated of the second clinch 34
The width K2 in portion 32 is slightly smaller than the width K4 of the second clinch 34, after so that the second clinch 34 is overlapped in the first pre- socket part 32, the
The problem of edge of two clinch 34 abuts adjacent protective layer 40, reduces seam leakage.
In one embodiment, the width K4 of the second clinch 34 is 80~120mm, guarantees to overlap firm, building element 100
While connecting firm, it is not take up excessive component area, in case the concrete for causing overlapping part to fill is excessive and is easy stripping
It falls, or constitutes the illusion for the major part that overlapping part is component.In addition, the overlap joint of the width K4 of the second clinch 34 and first
The width K1 in portion 31 is equal or close, then the filling width of concrete is suitable, and shape is more beautiful.
In one embodiment, protective layer 40 close to the side of the first clinch 31 edge and concrete layer 20 close to first
The edge of the side of clinch 31 is mutually neat, in this way, two pieces building element 100 is taken by the first clinch 31 with the second pre- socket part 33
After connecing, the second pre- socket part 33 can support the first clinch 31 completely, it is easier to control two pieces building element 100 against degree.
In one embodiment, notch 35 is equipped between the first clinch 31 and the second clinch 34, which is from the
The square block of one clinch 31 and junction excision K1 × K4 of the second clinch 34 is formed, i.e. the portion close to the first clinch 31
The width K1 for being equal to the first clinch 31 into width is cut, incision width is equal to the second overlap joint close to the part of the second clinch 34
The width K4 in portion 34.As shown in figure 3, as four building element 100a, 100b, 100c, 100d, first building element 100a
The first clinch 31a will fill the notch of third part building element 100c, with the first of third part building element 100c the overlap joint
The upper surface of portion 31a is mutually neat, so that the waterproof layer 30a of two pieces the building element 100a, 100c after overlap joint, 30c be made to be formed
One entirety avoids the more one piece of waterproof layer of the corner of the first clinch 31 and the second clinch 34, causes to arch upward, influences to overlap matter
While amount, construct not simple enough, and cause the waste of material.
The preparation method of above-mentioned building element, comprising the following steps:
Casting concrete layer, before concrete layer initial set, by waterproof layer paving in the surface of concrete layer, constant temperature and pressure
Under the conditions of steam curing, the pressure of maintenance is 0.2~0.5Mpa, and temperature 45 C~65 DEG C, curing time is 10~15 hours.It is mixed
Solidifying soil layer conserves jointly with waterproof layer, and waterproof layer is made preferably to be bonded in the surface of concrete layer, not easily to fall off.
Then it in the side paving protective layer of the separate concrete layer of waterproof layer, sufficiently conserving, the pressure of maintenance is 0.6~
1.0Mpa, temperature are 95~105 DEG C, and conserving is 5~6 hours, obtains building element.
The construction method of above-mentioned building element, comprising the following steps:
Steel truss, support fixing piece, several building elements are provided;
Steel truss is positioned by design drawing and is fixed, then by building element by supporting fixing piece to be fixed on steel truss
On, wherein the second pre- socket part fissure of displacement overlap joint that the first clinch of a building element is adjacent thereto, is then filled out in fissure of displacement lap-joint
Fill concrete.
Such as assume to overlap two pieces building element 100a, 100b, first building element 100a is fixed on steel
On truss, as shown in figure 4, by the first of the second of the second building element 100b the pre- socket part 33b and first building element 100a
Clinch 31a fissure of displacement overlap joint, the first clinch 31a are overlapped in the upper surface of the second pre- socket part 33b, two pieces building element 100a,
The concrete layer 20a of 100b, 20b are mutually abutted, then in the upper surface fill concrete of the fissure of displacement overlapped the first clinch 31a
50, the concrete 50 of filling selects expansive concrete, not only plays the role of protecting waterproof layer, but also protective layer can be prevented hot
Swollen shrinkage is cracked;Concrete 50 to be filled solidifies, that is, completes the overlap joint of two pieces building element 100a, 100b.
The bridging method phase of second clinch and the bridging method of the first pre- socket part and the first clinch and the second pre- socket part
Together.
In one embodiment, the fissure of displacement overlapped lap-joint carries out filleting using watertight rubber band, can be embedded water stop rubber
The mode filleting of adhesive tape, then carry out gluing encapsulation process using structure sealant, prevents the fissure of displacement overlapped that lap-joint generates leakage
The problem of.
In one embodiment, after two pieces building element fissure of displacement overlap joint, also built using measures such as fixing piece anchors to control two pieces
The piece between component is built, to reach height, stability or the other requirements of design.
In one embodiment, building element is cuboid, and overlapped that seam is staggered 1/3~1/ for the long side fissure of displacement of building element
The breadth of 2 waterproof layers.
Concrete layer, waterproof layer, protective layer are combined together as an integrated member by the utility model building element,
The quality that ensure that component, simplifies site construction technology, ensure that the construction quality of entire Roof system, while after reducing
The maintenance cost of phase building, the utility model building element can be applied to the roofing or top plate of concrete structure, bond effect
Well.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
A kind of embodiment of the utility model above described embodiment only expresses, the description thereof is more specific and detailed,
But it cannot be understood as the limitations to utility model patent range.It should be pointed out that for the common skill of this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The protection scope of the utility model.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.