CN113293787A - Prefabricated bed film of single face superimposed sheet - Google Patents

Prefabricated bed film of single face superimposed sheet Download PDF

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Publication number
CN113293787A
CN113293787A CN202110747194.1A CN202110747194A CN113293787A CN 113293787 A CN113293787 A CN 113293787A CN 202110747194 A CN202110747194 A CN 202110747194A CN 113293787 A CN113293787 A CN 113293787A
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CN
China
Prior art keywords
prefabricated
composite slab
prefabricated composite
slab
embedded nut
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
CN202110747194.1A
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Chinese (zh)
Inventor
冯仲俐
梅威特
李恒通
邹灵
唐兴强
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.)
Shenzhen Baoneng Assembly Architectural Design Co ltd
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Shenzhen Baoneng Assembly Architectural Design Co ltd
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
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Application filed by Shenzhen Baoneng Assembly Architectural Design Co ltd filed Critical Shenzhen Baoneng Assembly Architectural Design Co ltd
Priority to CN202110747194.1A priority Critical patent/CN113293787A/en
Publication of CN113293787A publication Critical patent/CN113293787A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • E02D27/14Pile framings, i.e. piles assembled to form the substructure

Abstract

The invention discloses a single-sided laminated slab prefabricated base film, which comprises a first prefabricated laminated slab, a second prefabricated laminated slab and a connecting piece, wherein the prefabricated base film is formed by splicing the first prefabricated laminated slab and the second prefabricated laminated slab, the connecting piece is arranged at the inner side of the splicing position of the first prefabricated laminated slab and the second prefabricated laminated slab, and truss reinforcing steel bars are arranged on the inner side surface of the first prefabricated laminated slab and/or the second prefabricated laminated slab. The labor cost and the time cost are saved.

Description

Prefabricated bed film of single face superimposed sheet
Technical Field
The invention relates to the technical field of assembly type building construction, in particular to a single-face laminated slab prefabricated base film.
Background
In the traditional building foundation construction, a bearing platform is a common building component, a brick moulding bed is mostly adopted as a bearing platform template in a conventional construction method, the brick moulding bed is made of standard bricks and is poured with concrete after certain strength, but the brick moulding bed has large workload, long masonry construction period, complex construction procedures, high labor intensity and poor lateral stress effect of the brick moulding bed, and the brick moulding bed is frequently collapsed, deformed and cracked under the action of the lateral pressure of peripheral soil.
The common brick moulding bed in the prior art only plays a role of a template, does not participate in the stress of the whole structure of the bearing platform, and cannot form a tight whole with the bearing platform, and how to develop a new bearing platform moulding bed not only has simple construction, but also can participate in the stress of the structure of the bearing platform is a problem generally concerned by the technicians in the field.
Disclosure of Invention
Aiming at the defects of the prior art, the invention discloses a single-sided laminated slab prefabricated tire membrane, which replaces a brick tire membrane, and the technical scheme can participate in the integral stress of a bearing platform and increase the strength of the bearing platform on the one hand, and can add the integral size of the bearing platform into the single-sided laminated slab prefabricated tire membrane on the other hand, thereby saving the material cost, and the technical scheme is formed by assembling and splicing prefabricated single-sided laminated slabs, so the construction efficiency is high, and the labor cost is greatly saved, and the specific technical scheme of the invention is as follows:
the utility model provides a prefabricated fetal membrane of single face superimposed sheet, contains first prefabricated superimposed sheet, the prefabricated superimposed sheet of second, prefabricated fetal membrane by first prefabricated superimposed sheet and the concatenation of the prefabricated superimposed sheet of second form.
Prefabricated fetal membrane still contain the connecting piece, the connecting piece setting be in first prefabricated superimposed sheet and the prefabricated superimposed sheet concatenation department of second inboard, work as first prefabricated superimposed sheet and the prefabricated superimposed sheet of second when splicing, be used for connecting and fixing first prefabricated superimposed sheet and the prefabricated superimposed sheet of second.
Each first prefabricated superimposed sheet and the setting of the prefabricated superimposed sheet concatenation department of second the quantity of connecting piece by the length of first prefabricated superimposed sheet and the prefabricated superimposed sheet concatenation department of second and the whole atress condition of prefabricated fetal membrane synthesize and confirm.
In a more preferable technical scheme, truss steel bars are further arranged on the inner side surfaces of the first prefabricated composite slab and the second prefabricated composite slab; or the inner side surfaces of any prefabricated composite slab of the first prefabricated composite slab and the second prefabricated composite slab are also provided with truss reinforcing steel bars.
Furthermore, at least one lifting lug is arranged on the upper side of each of the first prefabricated composite slab and the second prefabricated composite slab.
In a more preferable technical scheme, the number of the lifting lugs arranged on the upper side of the first prefabricated composite slab is two, and the two lifting lugs are respectively arranged at the position of one fourth of the length of the side (the length of the side is the length of the side on the upper side of the first prefabricated composite slab) away from the two ends of the upper side of the first prefabricated composite slab; the first prefabricated superimposed sheet is characterized in that the number of the lifting lugs arranged on the upper side edge of the second prefabricated superimposed sheet is two, and the two lifting lugs are respectively arranged at a distance from the edge length of one fourth of the two ends of the upper side edge of the second prefabricated superimposed sheet (the edge length is the edge length of the upper side edge of the second prefabricated superimposed sheet).
Furthermore, the first prefabricated composite slab is close to the inner side surface of the splicing position of the first prefabricated composite slab and the second prefabricated composite slab, and at least one first embedded nut is further arranged on the inner side surface of the splicing position of the first prefabricated composite slab and the second prefabricated composite slab.
The prefabricated superimposed sheet of second be close the medial surface of prefabricated superimposed sheet of first prefabricated superimposed sheet and the concatenation department of second on be provided with first pre-buried nut quantity that sets up on the first prefabricated superimposed sheet and the pre-buried nut of second that the position corresponds.
Furthermore, the first embedded nut and the second embedded nut have the same specification.
Further, the connecting piece contain first angle sign indicating number and with first embedded nut and second embedded nut matched with mounting bolt, in more excellent technical scheme, two fixed surfaces of first angle sign indicating number on all be provided with the slotted hole.
The mounting bolt penetrates through the long round hole of the first corner connector and is installed in the first embedded nut and the corresponding second embedded nut, and therefore splicing and fixing of the first prefabricated composite slab and the second prefabricated composite slab are achieved.
Further, the prefabricated tire membrane also comprises a fixing piece, and the fixing piece is used for fixing the prefabricated tire membrane.
The fixing piece comprises a second corner connector and a fixing bolt.
Furthermore, the lower part of the outer side surface of the first prefabricated composite slab is at least provided with a third embedded nut matched with the fixing bolt.
And at least one fourth embedded nut with the same specification as the third embedded nut is arranged on the lower part of the outer side surface of the second prefabricated composite slab.
One side of the second corner brace is fixed into the third embedded nut or the fourth embedded nut through the fixing bolt, and the other side of the second corner brace is fixed on the ground through the fixing bolt, so that the prefabricated tire membrane is fixed.
Furthermore, 2-5 fixing pieces are arranged at the fixing position of each first prefabricated composite slab and the ground; and 2-5 fixing pieces are arranged at the fixing positions of the second prefabricated composite slabs and the ground.
Furthermore, a chamfer is arranged at the edge of the inner side surface of the spliced first prefabricated laminated slab and the spliced second prefabricated laminated slab; or a chamfer is arranged at the edge of the inner side surface of the spliced second prefabricated laminated slab and the first prefabricated laminated slab.
According to the single-sided laminated slab prefabricated base film, the brick base film is replaced by the single-sided laminated slab prefabricated base film, so that the technical scheme can participate in the whole stress of the bearing platform to increase the strength of the bearing platform on one hand, and the size of the single-sided laminated slab prefabricated base film can be added to the whole size of the bearing platform on the other hand, so that the material cost is saved. The invention is formed by splicing and assembling prefabricated single-side laminated plates, so that the standardization degree is high, and compared with the traditional brick moulding bed, the invention also greatly improves the construction efficiency and saves the labor cost and the time cost.
Drawings
FIG. 1 is a schematic structural view of a single-sided laminated slab prefabricated tire membrane of the present invention.
FIG. 2 is a top view of a single ply pre-cast membrane of the present invention.
FIG. 3 is a schematic view of the inner side of a first prefabricated part of a single-sided laminated part prefabricated tire film according to the present invention.
FIG. 4 is a perspective view of the outer side of a first prefabricated laminate of the single-sided laminate prefabricated tire film of the present invention.
FIG. 5 is a schematic perspective view of the inner side of a first prefabricated plate of the single-sided laminated plate prefabricated tire film of the present invention.
FIG. 6 is a schematic view of the inner side of a second prefabricated part of the single-sided laminated part prefabricated tire film according to the present invention.
FIG. 7 is a perspective view of the outer side of a second prefabricated laminate of the single-sided laminate prefabricated tire film of the present invention.
FIG. 8 is a schematic structural view of a prefabricated tire membrane connector of a single-sided laminated slab according to the present invention.
FIG. 9 is a schematic view showing a structure of a single-sided laminated plate prefabricated tire membrane fastener according to the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
For the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; certain well-known structures in the drawings and omissions of their description may be apparent to those skilled in the art. The same or similar reference numerals correspond to the same or similar components.
The bearing platform is a common building component, and a brick moulding bed is mostly adopted as a bearing platform template in a conventional construction method, but the brick moulding bed has the disadvantages of large workload, long masonry construction period, complicated construction procedures, high labor intensity, poor lateral stress effect of the brick moulding bed, and frequent collapse, deformation and cracks under the action of peripheral soil lateral pressure. Therefore, those skilled in the art are urgently required to develop a new cushion cap film with excellent performance to replace the brick film.
On the other hand, the brick moulding bed in the prior art only plays the role of a template, does not participate in the stress of the whole structure of the bearing platform, and cannot form a tight whole with the bearing platform, and the size of the brick moulding bed cannot be calculated into the size of the bearing platform.
Of course, there are other cushion cap membranes other than the brick membrane in the prior art, such as cement board, but like the brick membrane, they do not participate in the stress of the whole structure of the cushion cap, and they cannot form a tight whole with the cushion cap to become a part of the cushion cap, so these cushion cap membranes do not count as the size of the cushion cap when designing the size of the cushion cap, which causes material waste and increases material cost.
Aiming at the defects of the prior art, the single-sided laminated slab prefabricated base film replaces a brick base film, can participate in the integral stress of the bearing platform, increases the strength of the bearing platform, can calculate the size of the single-sided laminated slab prefabricated base film into the integral size of the bearing platform, and saves the material cost. The technical scheme is formed by splicing and assembling prefabricated single-face laminated plates, so that the standardization degree is high, and compared with the traditional brick moulding bed, the construction efficiency is also greatly improved, and the purposes of saving labor cost and time cost are achieved.
The specific embodiment of the technical scheme is as follows:
as shown in fig. 1 and fig. 2, the single-sided laminated slab prefabricated base film of the embodiment includes a first prefabricated laminated slab 1 and a second prefabricated laminated slab 2, and the prefabricated base film is formed by splicing the first prefabricated laminated slab 1 and the second prefabricated laminated slab 2. In this embodiment, the prefabricated bed-jig is that the bed-jig plan view that is formed by splicing two first prefabricated superimposed sheets 1 and two second prefabricated superimposed sheets 2 is square, wherein first prefabricated superimposed sheet 1 splices with second prefabricated superimposed sheet 2 at interval in turn.
It should be noted that, firstly, the heights of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 are the same, secondly, the length specifications of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 can be the same or different, if the length specifications of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 are the same, the top view of the prefabricated base film formed by splicing is square, and at this time, the parameters of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 are the same, and the first prefabricated composite slab 1 and the second prefabricated composite slab 2 can be regarded as the same prefabricated composite slab; if the length scales of the first prefabricated laminated slab 1 and the second prefabricated laminated slab 2 are different, the top view of the spliced prefabricated tire membrane is rectangular, and the shape of the prefabricated tire membrane is not limited in the embodiment.
In this embodiment, prefabricated fetal membrane still contain connecting piece 3, connecting piece 3 set up and be in first prefabricated superimposed sheet 1 and the inboard of the 2 concatenation departments of second prefabricated superimposed sheet, work as first prefabricated superimposed sheet 1 and second prefabricated superimposed sheet 2 when splicing, be used for connecting and fixing first prefabricated superimposed sheet 1 and second prefabricated superimposed sheet 2.
It should be pointed out that the quantity of the connecting piece 3 that each first prefabricated superimposed sheet 1 and the 2 concatenation departments of second prefabricated superimposed sheet set up is by the length of the first prefabricated superimposed sheet 1 and the 2 concatenation departments of second prefabricated superimposed sheet, and reasons such as the whole atress condition of prefabricated fetal membrane synthesize and confirm, in this embodiment, each concatenation department set up three connecting piece 3.
In this embodiment, truss steel bars 4 are further arranged on the inner side surfaces of the first prefabricated composite slab 1 and the second prefabricated composite slab 2; or the inner side surfaces of any prefabricated composite slab of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 are also provided with truss steel bars 4. In this embodiment, the truss reinforcement bars 4 are disposed on the inner side surfaces of the first prefabricated composite slab 1 and the second prefabricated composite slab 2, which is the best mode for implementing the present invention.
The truss reinforcing steel bars 4 can improve the rigidity of the first prefabricated composite slab 1 and the second prefabricated composite slab 2, and can be better connected with the concrete of the cast-in-place part into a whole, so that the prefabricated tire membranes and the bearing platform of the cast-in-place part bear the force together as a whole.
In the technical scheme, at least one lifting lug 5 is arranged on the upper side edge of each of the first prefabricated composite slab 1 and the second prefabricated composite slab 2.
In this embodiment, the number of the lifting lugs 5 arranged on the upper side of the first prefabricated composite slab 1 is two, and the two lifting lugs 5 are respectively arranged at a position which is one fourth of the length of the side of the first prefabricated composite slab 1 from the two ends of the upper side (the length of the side is the length of the side of the upper side of the first prefabricated composite slab).
In this embodiment, the number of the lifting lugs 5 arranged on the upper side of the second prefabricated composite slab 2 is also two, and the two lifting lugs 5 are respectively arranged at a position with a length of one fourth of the length of the two ends of the upper side of the second prefabricated composite slab 2 (the length of the side is the length of the side on the upper side of the second prefabricated composite slab).
Because first prefabricated superimposed sheet 1 and second prefabricated superimposed sheet 2 are concrete superimposed sheet, and weight is very big, so need hoist and mount, and the effect of lug 5 is the convenience the assembly of prefabricated fetal membrane, lug 5 is prefabricated with first prefabricated superimposed sheet 1 and second prefabricated superimposed sheet 2 an organic whole.
In this embodiment, as shown in fig. 3, 4, 5, 6, and 7, at least one first embedded nut 6 is further disposed on an inner side surface of the first prefabricated composite slab 1, which is close to a joint of the first prefabricated composite slab 1 and the second prefabricated composite slab 2; second prefabricated superimposed sheet 2 be close first prefabricated superimposed sheet 1 with the medial surface of the 2 concatenation departments of second prefabricated superimposed sheet on be provided with first prefabricated superimposed sheet 1 on the second embedded nut 7 that 6 quantity of first embedded nut and position that set up correspond.
In a more preferable technical scheme, the first embedded nut 6 and the second embedded nut 7 have the same specification. First embedded nut 6, second embedded nut 7 among this technical scheme also are integrative prefabricated with first prefabricated superimposed sheet 1 and second prefabricated superimposed sheet 2.
In this embodiment, as shown in fig. 8, the connecting member 3 includes a first corner connector 31 and a mounting bolt 32 that is matched with the first embedded nut 6 and the second embedded nut 7.
In a more preferred technical solution, the two fixing surfaces of the first corner brace 31 are both provided with oblong holes 311. The long circular holes 311 provide a fault-tolerant space for the installation of the prefabricated tire membranes, so that the on-site assembly is very convenient, and the first prefabricated composite slab 1 and the second prefabricated composite slab 2 can be conveniently adjusted even if the first prefabricated composite slab and the second prefabricated composite slab are spliced or have an angle problem.
In the assembling process, the mounting bolts 32 pass through the oblong holes 311 of the first corner connectors 31 and are mounted into the first embedded nuts 6 and the corresponding second embedded nuts 7, so that the first prefabricated composite slab 1 and the second prefabricated composite slab 2 are spliced and fixed.
As shown in fig. 9, the pre-formed tire membrane includes a fixing member 8, and the fixing member 8 is used for fixing the pre-formed tire membrane. The fixing member 8 in this embodiment further includes a second corner brace 81 and a fixing bolt 82.
The fixing member 8 in this embodiment supports the prefabricated tire membranes, specifically, supports the first prefabricated composite slab 1 and the second prefabricated composite slab 2, so that the first prefabricated composite slab 1 and the second prefabricated composite slab 2 can be firmly erected at the correct positions during and after the assembly process.
In this embodiment, at least one third embedded nut 9 matched with the fixing bolt 82 is disposed on the lower portion of the outer side surface of the first prefabricated composite slab 1.
In this embodiment, at least one fourth embedded nut 12 having the same specification as the third embedded nut 9 is disposed on the lower portion of the outer side surface of the second prefabricated composite slab 2.
One surface of the second corner brace 81 is fixed into the third embedded nut 9 or the fourth embedded nut 12 through the fixing bolt 82, and the other surface is fixed on the ground through the fixing bolt 82, so that the prefabricated tire membrane is fixed.
It should be noted that a layer of cement mortar setting slurry is laid in advance on the ground where the bearing platform is to be applied, and the prefabricated tire membranes are assembled on the cement mortar setting slurry. In the process, the fixing member 8 plays a role in supporting the first prefabricated composite slab 1 and the second prefabricated composite slab 2, that is, one side of the fixing bolt 82 penetrating through one side of the second corner connector 81 is fixed in the third embedded nut 9 or the fourth embedded nut 12 of the first prefabricated composite slab 1 or the second prefabricated composite slab 2, and the other side of the fixing bolt 82 penetrating through the other side of the second corner connector 81 is fixed on the ground after cement mortar is solidified. And after the prefabricated tire membranes are installed, concrete is poured, and the fixing piece 8 is detached after the concrete of the bearing platform is finished, so that the fixing piece 8 can be repeatedly used, and the cost of accessories is saved.
In the technical scheme, 2-5 fixing pieces 8 are arranged at the fixing position of each first prefabricated composite slab 1 and the ground; and 2-5 fixing pieces 8 are arranged at the fixing positions of the second prefabricated composite slab 2 and the ground. Specifically, in this embodiment, each of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 is provided with 2 fixing members 8 at the fixing positions to the ground.
In a more preferable technical solution, as shown in fig. 3 and 5, a chamfer 10 is provided at the edge of the inner side surface where the first prefabricated composite slab 1 and the second prefabricated composite slab 2 are spliced; or a chamfer 10 is arranged at the edge of the inner side surface of the second prefabricated composite slab 2 spliced with the first prefabricated composite slab 1. In this embodiment, the chamfer 10 is provided on the edge of the inner side surface where the first prefabricated laminated slab 1 and the second prefabricated laminated slab 2 are spliced together.
Because there is the dislocation condition when first prefabricated superimposed sheet 1 splices with 2 concatenation of second prefabricated superimposed sheets, these dislocation can lead to the concatenation of first prefabricated superimposed sheet 1 and second prefabricated superimposed sheet 2 not tight, can produce the hourglass thick liquid phenomenon at the concreting in-process. And the edge of the medial surface that first prefabricated superimposed sheet 1 or the prefabricated superimposed sheet 2 of second spliced mutually sets up chamfer 10, can make the concatenation department of first prefabricated superimposed sheet 1 or the prefabricated superimposed sheet 2 of second form a concatenation seam 11 (as shown in fig. 1), and after first prefabricated superimposed sheet 1 or the prefabricated superimposed sheet 2 of second spliced mutually again with cement mortar to splice seam 11 and trowel, the problem that produces when concreting because of the concatenation of first prefabricated superimposed sheet 1 and the prefabricated superimposed sheet 2 of second is not tight can be solved in the setting of chamfer 10 and leak the thick liquid.
The specific assembling sequence of the prefabricated tire membranes and the manufacturing process of the bearing platform in the embodiment are as follows:
s001, paving a layer of cement mortar on the ground where the bearing platform is required to be arranged, and installing a fixing piece 8 after the cement mortar is solidified;
s002, hoisting and installing the first prefabricated laminated slab 1 and the second prefabricated laminated slab 2, and fixing the first prefabricated laminated slab 1 and the second prefabricated laminated slab 2 with the fixing piece 8 by using the fixing bolt 82;
the S003 connecting piece 3 is used for connecting and fixing the splicing part of the first prefabricated laminated slab 1 and the second prefabricated laminated slab 2;
s004, mounting the remaining first prefabricated laminated slab 1 and the remaining second prefabricated laminated slab 2 according to the method;
s005 trowelling the splicing seams at the chamfer angles 10 of the first prefabricated composite slab 1 and the second prefabricated composite slab 2 by cement mortar;
s006 pouring concrete into the prefabricated tire membranes after assembly;
and S007, after the concrete is solidified in the step S006, the fixing piece 8 is removed, and the manufacturing of the bearing platform is completed.
It should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.

Claims (9)

1. A single ply laminated pre-preg film comprising:
the prefabricated base film is formed by splicing the first prefabricated laminated slab and the second prefabricated laminated slab;
the connecting piece is arranged on the inner side of the splicing position of the first prefabricated composite slab and the second prefabricated composite slab and is used for connecting and fixing the first prefabricated composite slab and the second prefabricated composite slab when the first prefabricated composite slab and the second prefabricated composite slab are spliced;
and truss steel bars are arranged on the inner side surfaces of the first prefabricated composite slab and/or the second prefabricated composite slab.
2. The single ply laminated tire as claimed in claim 1, wherein said first prefabricated laminate has at least one lifting lug on its upper side; and at least one lifting lug is arranged on the upper side edge of the second prefabricated composite slab.
3. The single ply laminated tire as claimed in claim 2, wherein:
the number of the lifting lugs arranged on the upper side of the first prefabricated composite slab is two, and the two lifting lugs are respectively arranged at the edge part which is one fourth away from the two ends of the upper side of the first prefabricated composite slab;
the prefabricated superimposed sheet of second's upside edge the lug quantity that sets up be two, two the lug set up respectively at the distance the prefabricated superimposed sheet of second's upside edge both ends quarter's limit length department.
4. The single ply laminated tire as claimed in claim 1, wherein:
the first prefabricated composite slab is also provided with at least one first embedded nut on the inner side surface close to the splicing position of the first prefabricated composite slab and the second prefabricated composite slab;
second embedded nuts corresponding to the number and the positions of the first embedded nuts arranged on the first prefabricated composite slab are arranged on the inner side surface of the second prefabricated composite slab close to the splicing position of the first prefabricated composite slab and the second prefabricated composite slab;
the first embedded nut and the second embedded nut have the same specification.
5. The single-sided laminated slab prefabricated tire film as claimed in claim 4, wherein the connecting piece comprises a first corner brace and a mounting bolt matched with the first embedded nut and the second embedded nut, and both fixing surfaces of the first corner brace are provided with oblong holes;
the mounting bolt penetrates through the long round hole of the first corner connector and is installed in the first embedded nut and the corresponding second embedded nut, and therefore splicing and fixing of the first prefabricated composite slab and the second prefabricated composite slab are achieved.
6. The single ply laminated tire as claimed in claim 1, further comprising a fastener for fastening said laminated tire;
the fixing piece comprises a second corner connector and a fixing bolt.
7. The single ply laminated tire as claimed in claim 6, wherein:
the lower part of the outer side surface of the first prefabricated composite slab is at least provided with a third embedded nut matched with the fixing bolt;
at least one fourth embedded nut with the same specification as the third embedded nut is arranged on the lower portion of the outer side face of the second prefabricated composite slab;
one side of the second corner brace is fixed into the third embedded nut or the fourth embedded nut through the fixing bolt, and the other side of the second corner brace is fixed on the ground through the fixing bolt, so that the prefabricated tire membrane is fixed.
8. The single ply laminated tire as claimed in claim 7, wherein:
2-5 fixing pieces are arranged at the fixing position of each first prefabricated composite slab and the ground; and 2-5 fixing pieces are arranged at the fixing positions of the second prefabricated composite slabs and the ground.
9. The single ply laminated tire as claimed in claim 1, wherein:
a chamfer is arranged at the edge of the inner side surface where the first prefabricated composite slab and the second prefabricated composite slab are spliced;
or a chamfer is arranged at the edge of the inner side surface of the spliced second prefabricated laminated slab and the first prefabricated laminated slab.
CN202110747194.1A 2021-07-02 2021-07-02 Prefabricated bed film of single face superimposed sheet Pending CN113293787A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110747194.1A CN113293787A (en) 2021-07-02 2021-07-02 Prefabricated bed film of single face superimposed sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110747194.1A CN113293787A (en) 2021-07-02 2021-07-02 Prefabricated bed film of single face superimposed sheet

Publications (1)

Publication Number Publication Date
CN113293787A true CN113293787A (en) 2021-08-24

Family

ID=77330410

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110747194.1A Pending CN113293787A (en) 2021-07-02 2021-07-02 Prefabricated bed film of single face superimposed sheet

Country Status (1)

Country Link
CN (1) CN113293787A (en)

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