CN211524065U - Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab - Google Patents

Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab Download PDF

Info

Publication number
CN211524065U
CN211524065U CN201922191636.XU CN201922191636U CN211524065U CN 211524065 U CN211524065 U CN 211524065U CN 201922191636 U CN201922191636 U CN 201922191636U CN 211524065 U CN211524065 U CN 211524065U
Authority
CN
China
Prior art keywords
slurry
cast
template body
place floor
prefabricated
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.)
Active
Application number
CN201922191636.XU
Other languages
Chinese (zh)
Inventor
覃颂
杨浩
陈肖
潘佳帅
冯东海
周彩凤
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.)
China Construction Seventh Engineering Division Corp Ltd
Original Assignee
China Construction Seventh Engineering Division Corp 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
Publication date
Application filed by China Construction Seventh Engineering Division Corp Ltd filed Critical China Construction Seventh Engineering Division Corp Ltd
Priority to CN201922191636.XU priority Critical patent/CN211524065U/en
Application granted granted Critical
Publication of CN211524065U publication Critical patent/CN211524065U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a prefabricated superimposed sheet and cast-in-place floor seam crossing leak thick liquid protection aluminum mould board has solved prefabricated floor and cast-in-place floor gap and has leaked thick liquid, has run the technical problem who starches. The utility model discloses a template body, template body support around prefabricated superimposed sheet, and interior the opening of template body has been equipped with and has been stored up the dressing trough, and the up end of template body is provided with the grout inlet that links to each other with storing up the dressing trough, and the lower terminal surface of template body is provided with the shrouding to storing up the activity block of dressing trough bottom. When the utility model is used, the sealing plate is clamped between the slurry storage tank and the split bolt before pouring, and the split bolt can effectively seal the sealing plate; when pouring is carried out, slurry leakage can enter the slurry storage tank from the slurry leakage hole and the slurry inlet hole, so that the problems of mold expansion and slurry leakage can be avoided; after pouring, through dismantling split bolt, can pull down the shrouding, then store up the concrete piece in the dressing trough and can reject conveniently. In addition, the utility model discloses used repeatedly many times has fine economic benefits.

Description

Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab
Technical Field
The utility model relates to a technical field is pour in the construction, especially a prefabricated superimposed sheet and cast-in-place floor seam crossing leak thick liquid protection aluminum mould board.
Background
Along with the general push of green construction advocated by the nation, the call of new construction technology, new process and new material, the rapid development of aluminum alloy templates and prefabricated building, the convenient construction, high efficiency, good stability, high bearing capacity and high efficiency of field management of the aluminum alloy template system; the construction process system is applied to a pure cast-in-place construction environment, avoids the phenomena of slurry leakage, mold expansion and the like caused by untight abutted seams of similar wood molds, has a good surface effect, and can realize plastering-free.
However, the floor slab is designed in a mode of combining local cast-in-place and prefabricated composite slabs, after the prefabricated slabs are hoisted, the prefabricated slabs are combined with the aluminum mold between the cast-in-place and the prefabricated floor slab, and a gap exists between the aluminum mold and the prefabricated composite slab due to the reason that small errors exist in the flatness in the installation process of the aluminum mold or the flatness defect of the finished prefabricated composite slab; according to the existing construction method, double faced adhesive tapes are adhered between the prefabricated laminated slab and the aluminum alloy template for plugging, and due to the fact that the thickness of the double faced adhesive tapes can be extruded and deformed or gaps are not filled fully, slurry leakage and slurry leakage phenomena can occur in the concrete pouring process, so that the formed floor surface is uneven in ridge and flatness, and bad phenomena such as poor appearance, high later-stage removal and maintenance cost, poor economic benefit and the like are caused.
SUMMERY OF THE UTILITY MODEL
Not enough to above-mentioned background art, the utility model provides a prefabricated superimposed sheet and cast-in-place floor seam crossing leak thick liquid protection aluminum mould board has solved prefabricated floor and cast-in-place floor gap and has leaked thick liquid, has run the technical problem who starchs.
The technical scheme of the utility model is realized like this: the utility model provides a prefabricated superimposed sheet and cast-in-place floor seam crossing leak thick liquid protection aluminum mould board, includes the template body, the template body supports around prefabricated superimposed sheet, interior the opening of template body has the storage dressing trough, and the up end of template body is provided with the grout inlet that links to each other with the storage dressing trough, and the lower terminal surface of template body is provided with the shrouding to storing up the movable shutoff in dressing trough bottom.
Furthermore, the prefabricated composite slab is provided with a slurry leakage hole, and the slurry leakage hole and the slurry inlet hole are staggered up and down.
Furthermore, the grout inlet holes are rectangular and are provided with a plurality of holes.
Further, the width of the pulp inlet hole is 30 mm.
Further, this internal split screw that is provided with of template, split screw lie in the below of storing up the dressing trough, the shrouding joint is between storing up the dressing trough and split screw.
Furthermore, the grout storage tanks are provided with a plurality of grout storage tanks, and adjacent grout storage tanks are isolated, so that the concrete in the grout storage tanks can be conveniently cleaned while the structural strength of the template body is ensured.
The utility model discloses a set up in the template body and store up the dressing trough, solved prefabricated floor and cast-in-place floor gap leak thick liquid, run the technical problem who starches. At present, the utility model discloses a use widely, improved the floor and taken shape the impression, reduced the secondary and picked and chiseled artifical resource, economic benefits is good. Before pouring, the sealing plate is clamped between the slurry storage tank and the split bolts, and the split bolts can effectively plug the sealing plate; when pouring is carried out, slurry leakage can enter the slurry storage tank from the slurry leakage hole and the slurry inlet hole, so that the problems of mold expansion and slurry leakage can be avoided; after pouring, through dismantling split bolt, can pull down the shrouding, then store up the concrete piece in the dressing trough and can reject conveniently. In addition, the utility model discloses used repeatedly many times has fine economic benefits.
Drawings
In order to illustrate the embodiments of the present invention more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and that other drawings can be obtained by those skilled in the art without inventive work.
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a side view of FIG. 1;
FIG. 3 is a bottom view of FIG. 1;
fig. 4 is a usage state diagram of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
Embodiment 1, a grout leakage protection aluminum formwork at a joint of a prefabricated composite slab and a cast-in-place floor slab, as shown in fig. 4, comprises a formwork body 1, wherein the formwork body 1 is supported around the prefabricated composite slab 6, concrete can be directly poured between the prefabricated composite slab 6 and the cast-in-place floor slab 7, and the formwork body 1 is used for supporting pouring between the prefabricated composite slab 6 and the cast-in-place floor slab 7.
As shown in fig. 1 and 2, a grout storage tank 2 is arranged in the formwork body 1, the grout storage tank 2 is located in the middle of the formwork body 1, a grout inlet hole 3 connected with the grout storage tank 2 is formed in the upper end face of the formwork body 1, and the excessive poured grout can enter the grout storage tank 2 through the grout inlet hole 3, so that the problems of grout leakage, formwork expansion and the like of a supporting surface are solved. The lower terminal surface of template body 1 is provided with shrouding 4 to storing up the activity of slurry tank 2 bottom and keeping off, and shrouding 4 both can prevent to get into the thick liquid of storing up in the slurry tank 2 and spill, can take out the concrete piece in the slurry tank 2 after being convenient for pour again, the cyclic utilization of being convenient for.
As shown in fig. 3, a counter-pull screw 5 is arranged in the template body 1, the counter-pull screw 5 is located below the grout storage tank 2, and the sealing plate 4 is clamped between the grout storage tank 2 and the counter-pull screw 5. Before pouring, the sealing plate is clamped between the slurry storage tank and the split bolts 5, and the split bolts 5 can effectively block and fix the sealing plate 4; when pouring is carried out, the leaked slurry can enter the slurry storage tank from the slurry inlet hole, so that the problems of mold expansion and slurry leakage can be avoided; after pouring, through dismantling split bolt 5, can pull down the shrouding, then store up the concrete piece in grout groove 2 and can reject conveniently.
Furthermore, the prefabricated composite slab 6 is provided with a slurry leakage hole 7, and the slurry leakage hole 7 and the slurry inlet hole 3 are staggered up and down. The grout leaking holes 7 facilitate pouring grout penetrates through the whole prefabricated composite slab 6, so that the construction between the prefabricated composite slab 6 and a cast-in-place floor slab is more reliable, and the grout leaking holes are convenient to enter the grout storing groove 2.
Further, the slurry inlet holes 3 are rectangular and are provided with a plurality of holes, and the rectangular slurry inlet holes are convenient to manufacture and convenient to feed slurry.
Further, the width of the grout inlet hole 3 is 30mm, so that the supporting effect is influenced if the width is too large, the flatness is reduced, grout leakage is not smooth if the width is too small, and formwork expansion is easily caused.
Further, as shown in fig. 2, the slurry storage tanks 2 are provided with a plurality of slurry storage tanks 2, and adjacent slurry storage tanks 2 are separated by partition structures 8, so that the concrete in the slurry storage tanks 2 can be conveniently cleaned while the structural strength of the formwork body 1 is ensured.
The present invention is not exhaustive and is well known to those skilled in the art.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (6)

1. The utility model provides a prefabricated superimposed sheet and cast-in-place floor seam crossing leak thick liquid protection aluminum mould board, includes template body (1), and template body (1) supports around prefabricated superimposed sheet (6), its characterized in that: the novel mortar storage device is characterized in that a mortar storage groove (2) is formed in the template body (1), a mortar inlet hole (3) connected with the mortar storage groove (2) is formed in the upper end face of the template body (1), and a sealing plate (4) for movably sealing the bottom of the mortar storage groove (2) is arranged on the lower end face of the template body (1).
2. The aluminum formwork for protecting against grout leakage at the joint of the prefabricated composite slab and the cast-in-place floor slab as claimed in claim 1, wherein: the prefabricated laminated slab (6) is provided with slurry leaking holes (7), and the slurry leaking holes (7) and the slurry inlet holes (3) are staggered up and down.
3. The aluminum formwork for protecting against grout leakage at the joints of the prefabricated composite slabs and the cast-in-place floor slabs as claimed in claim 2, wherein: the slurry inlet holes (3) are rectangular and are provided with a plurality of slurry inlet holes.
4. The aluminum formwork for protecting against mortar leakage at the joints of prefabricated composite slabs and cast-in-place floor slabs as claimed in claim 3, wherein: the width of the pulp inlet hole (3) is 30 mm.
5. The aluminum formwork for protecting against grout leakage at the joint of a prefabricated composite slab and a cast-in-place floor slab as claimed in any one of claims 1 to 4, wherein: be provided with in template body (1) and to drawing screw rod (5), to drawing screw rod (5) and being located the below of storing up dressing trough (2), shrouding (4) joint is storing up between dressing trough (2) and to drawing screw rod (5).
6. The aluminum formwork for protecting against grout leakage at the joints of the prefabricated composite slabs and the cast-in-place floor slabs as claimed in claim 5, wherein: the slurry storage tanks (2) are provided with a plurality of slurry storage tanks, and adjacent slurry storage tanks (2) are separated.
CN201922191636.XU 2019-12-10 2019-12-10 Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab Active CN211524065U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922191636.XU CN211524065U (en) 2019-12-10 2019-12-10 Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922191636.XU CN211524065U (en) 2019-12-10 2019-12-10 Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab

Publications (1)

Publication Number Publication Date
CN211524065U true CN211524065U (en) 2020-09-18

Family

ID=72464952

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922191636.XU Active CN211524065U (en) 2019-12-10 2019-12-10 Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab

Country Status (1)

Country Link
CN (1) CN211524065U (en)

Similar Documents

Publication Publication Date Title
CN110761322B (en) Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof
CN203222815U (en) Composite basement-structure exterior wall construction formed by utilizing underground diaphragm wall
CN111502255A (en) Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof
CN111015937A (en) Method for producing laminated floor slab with smooth surface and without slurry leakage
CN211524065U (en) Slurry leakage protection aluminum template at joint of prefabricated laminated slab and cast-in-place floor slab
CN213683197U (en) Auxiliary formwork construction structure for laminated floor slab joint
CN211817040U (en) Slurry leakage prevention structure at splicing part of assembled laminated slab
CN211229506U (en) Beam slab mold system for pouring bare concrete
CN217711299U (en) Superimposed sheet mosaic structure
CN206607873U (en) A kind of pre-buried structure of anti-dropout
CN110924676A (en) Plugging-free and root-rot-preventing aluminum template inner wall plate
CN216109244U (en) Superimposed sheet leak protection device
CN214575952U (en) Nondestructive restoration structure for top plate crack of basement of building
CN214143782U (en) Combined pile foundation bearing platform mould
CN211691450U (en) Slurry leakage prevention device for prefabricated side embedded steel bars of laminated slab beam
CN108532631A (en) Formwork reinforcement structure and construction method at a kind of underground pipe gallery horizontal construction joint
CN212406106U (en) Novel support system for laminated slab cast-in-place slab band
CN213742297U (en) Prefabricated wall body installation seam shutoff template mounting structure
CN210887323U (en) Connect and build engineering underground structure construction joint watertight fittings
CN211922707U (en) Special-shaped deformation joint template for bottom plate of underground comprehensive pipe gallery
CN218622685U (en) Slurry leakage prevention structure at splicing part of assembled laminated slab
CN202391101U (en) Reservoir-wall formwork for construction of seamless prestress concrete self-waterproofing clean-water reservoir
CN217949118U (en) Shaping template of grouting layer heat preservation groove at top of storage tank foundation
CN216921350U (en) Prefabricated superimposed sheet post-cast strip leak protection thick liquid structure and prefabricated superimposed sheet
CN214995086U (en) Floor slab pouring structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant