CN111502263A - Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould - Google Patents
Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould Download PDFInfo
- Publication number
- CN111502263A CN111502263A CN202010297046.XA CN202010297046A CN111502263A CN 111502263 A CN111502263 A CN 111502263A CN 202010297046 A CN202010297046 A CN 202010297046A CN 111502263 A CN111502263 A CN 111502263A
- Authority
- CN
- China
- Prior art keywords
- cast
- place
- place beam
- prefabricated building
- slurry leakage
- 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.)
- Withdrawn
Links
- 239000007788 liquid Substances 0.000 title claims description 3
- 238000005266 casting Methods 0.000 claims abstract description 26
- 239000002002 slurry Substances 0.000 claims abstract description 21
- 230000002265 prevention Effects 0.000 claims abstract description 9
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 239000002131 composite material Substances 0.000 description 16
- 239000002390 adhesive tape Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to the technical field of building casting molds, in particular to a prefabricated building slurry leakage prevention cast-in-place beam member casting mold which comprises a beam casting groove, wherein the beam casting groove comprises a cast-in-place beam bottom mold, two additional side templates and two cast-in-place beam side molds; the auxiliary side template is connected with the supporting beam through the split screw rod assembly; the sealing gasket is arranged on the upper surface of the additional side template. The cast-in-place beam member casting mold for preventing the leakage of the slurry of the fabricated building can avoid the slurry leakage at the joint.
Description
Technical Field
The invention relates to the technical field of building pouring molds, in particular to a pouring mold for a slurry leakage prevention cast-in-place beam member of an assembly type building.
Background
The prefabricated composite slab is used for pouring and forming an assembled building, a beam is usually cast in place and is usually poured and formed below the joint of two adjacent prefabricated composite slabs, in the prior art, a beam pouring groove is usually erected below the joint through a support, but in the pouring and tamping process, the prefabricated composite slab is usually subjected to the buoyancy effect of concrete and dislocated with the beam pouring groove, so that the slurry leakage phenomenon at the joint is caused. Especially, the existing first prefabricated laminated slab provided with the staggered notches is easy to cause the phenomenon of slurry leakage at the seams.
Therefore, it is necessary to provide a cast-in-place beam casting mold to solve the above problems.
Disclosure of Invention
The invention aims to provide a pouring die for a slurry leakage-proof cast-in-place beam member of an assembly type building aiming at the defects of the prior art, and slurry leakage does not occur at the joint during pouring.
In order to achieve the purpose, the assembly type building slurry leakage prevention cast-in-place beam member casting mold comprises a beam casting groove, wherein the beam casting groove comprises a cast-in-place beam bottom mold, two additional side templates and two cast-in-place beam side molds; the auxiliary side template is connected with the supporting beam through the split screw rod assembly; the sealing gasket is arranged on the upper surface of the additional side template.
Further, still include the disconnected connecting elements, but disconnected connecting elements includes removable screw rod, connecting screw rod, reinforcement nut and stock nut, and reinforcement nut passes through threaded connection and arranges in the top of supporting beam with the upper end of removable screw rod, and the lower tip of removable screw rod is connected with the one end of stock nut, and connecting screw rod's upper end is connected with the other end of stock nut, and connecting screw rod is connected with additional limit template.
Further, the disconnectable connecting assembly is provided with a plurality of groups.
Furthermore, the upper surface of the cast-in-place beam side mold is provided with a double faced adhesive tape used for being bonded with the lower surface of the prefabricated composite slab.
Further, the lower end face of the long rod nut is welded on the upper surface of the additional side formwork.
The invention has the beneficial effects that: the assembly type building slurry leakage prevention cast-in-place beam member casting mold is used for placing below two adjacent prefabricated composite slabs to cast and form a cast-in-place beam, and the beam casting grooves can be tightly attached to the lower portions of the prefabricated composite slabs through the disconnectable connecting assembly, so that the prefabricated composite slabs are prevented from being dislocated with the beam casting grooves under the buoyancy action of concrete, and the slurry leakage phenomenon at seams is avoided.
Drawings
FIG. 1 is a cross-sectional structural schematic view of the present invention.
Fig. 2 is a schematic longitudinal sectional structure of the present invention.
Fig. 3 is a schematic top view of the present invention.
The reference numerals include:
1-Beam pouring groove
11-cast-in-place beam side die 12-cast-in-place beam bottom die 13-additional side die plate
2-prefabricated laminated slab 3-staggered notch
4-supporting beam 5-split screw assembly.
Detailed Description
The present invention is described in detail below with reference to the attached drawings.
As shown in fig. 1, 2 and 3, the assembly type building slurry leakage prevention cast-in-place beam member casting mold comprises a beam casting groove 1, wherein the beam casting groove 1 comprises a cast-in-place beam bottom mold 12, two additional side templates 13 and two cast-in-place beam side molds 11, the two cast-in-place beam side molds 11 are arranged above the cast-in-place beam bottom mold 12 at intervals, and the two additional side templates 13 are respectively and fixedly connected to the outer sides of the two cast-in-place beam side molds 11; the prefabricated composite slab comprises prefabricated composite slabs 2, and is characterized by further comprising a split screw assembly 5 and a supporting beam 4 arranged above staggered notches 3 of the prefabricated composite slabs 2, wherein the supporting beam 4 is erected outside, and an additional side template 13 is connected with the supporting beam 4 through the split screw assembly 5; the sealing gasket is arranged on the upper surface of the additional edge template 13.
The assembly type building slurry leakage prevention cast-in-place beam member casting mold is used for placing below two adjacent prefabricated composite slabs 2 to cast and form a cast-in-place beam, and the beam casting grooves 1 can be tightly attached to the lower portions of the prefabricated composite slabs 2 through the disconnectable connecting assembly, so that the prefabricated composite slabs 2 are prevented from being dislocated with the beam casting grooves 1 under the buoyancy action of concrete, and the slurry leakage phenomenon at seams is avoided.
Further, the disconnectable connecting assembly is provided with a plurality of groups. The cast-in-place beam member casting mold for preventing slurry leakage of the fabricated building can avoid the prefabricated composite slab 2 from dislocating with the beam casting groove 1 under the buoyancy action of concrete and avoid slurry leakage at the joint.
Further, the upper surface of the cast-in-place beam side mold 11 is provided with a double faced adhesive tape for adhering to the lower surface of the prefabricated composite slab 2. The cast-in-place beam member casting mold for preventing slurry leakage of the fabricated building further avoids the prefabricated composite slab 2 from dislocating with the beam casting groove 1 under the buoyancy action of concrete, and avoids slurry leakage at the joint.
Further, the lower end surface of the long rod nut is welded to the upper surface of the additional side formwork 13. The casting mold for the assembly type building slurry leakage prevention cast-in-place beam member is easy to assemble.
In conclusion, the present invention has the above-mentioned excellent characteristics, so that it can be used to enhance the performance of the prior art and has practicability, and becomes a product with practical value.
The above description is only a preferred embodiment of the present invention, and for those skilled in the art, the present invention should not be limited by the description of the present invention, which should be interpreted as a limitation.
Claims (3)
1. Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould, its characterized in that: the beam casting groove comprises a cast-in-place beam bottom die, two additional side templates and two cast-in-place beam side dies, wherein the two cast-in-place beam side dies are arranged above the cast-in-place beam bottom die at intervals, and the two additional side templates are respectively and fixedly connected to the outer sides of the two cast-in-place beam side dies;
the auxiliary side template is connected with the supporting beam through the split screw rod assembly;
the sealing gasket is adhered to the upper surface of the additional side template.
2. The prefabricated building slurry leakage prevention cast-in-place beam member casting mold according to claim 1, characterized in that: the breakable connecting component is provided with a plurality of groups.
3. The prefabricated building slurry leakage prevention cast-in-place beam member casting mold according to claim 1, characterized in that: the lower end face of the long rod nut is welded on the upper surface of the additional side template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010297046.XA CN111502263A (en) | 2020-04-15 | 2020-04-15 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010297046.XA CN111502263A (en) | 2020-04-15 | 2020-04-15 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111502263A true CN111502263A (en) | 2020-08-07 |
Family
ID=71871018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010297046.XA Withdrawn CN111502263A (en) | 2020-04-15 | 2020-04-15 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111502263A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944269A (en) * | 2021-10-29 | 2022-01-18 | 中国一冶集团有限公司 | Internal corner mold with slurry leakage prevention device for laminated slab and construction method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806546A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Connection method of precast reinforced concrete slabs |
| JP2017096061A (en) * | 2015-11-27 | 2017-06-01 | 株式会社大林組 | Construction method of reinforced concrete beam, spacer-cum-permanent mold, and reinforced concrete beam |
| CN206438769U (en) * | 2016-11-16 | 2017-08-25 | 大连三川建设集团股份有限公司 | It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould |
| CN208702153U (en) * | 2018-07-31 | 2019-04-05 | 云南建投第二建设有限公司 | A kind of repeatable superimposed sheet form clamp being used in turn |
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN110512785A (en) * | 2019-09-27 | 2019-11-29 | 福建工程学院 | A kind of end tongue and groove does not go out the unidirectional superimposed sheet of muscle and formwork erecting structure and construction method |
| CN210152251U (en) * | 2019-05-31 | 2020-03-17 | 福建工程学院 | Device for using prefabricated composite floor slab as cast-in-situ beam side form support |
| CN214302871U (en) * | 2020-04-15 | 2021-09-28 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
-
2020
- 2020-04-15 CN CN202010297046.XA patent/CN111502263A/en not_active Withdrawn
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806546A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Connection method of precast reinforced concrete slabs |
| JP2017096061A (en) * | 2015-11-27 | 2017-06-01 | 株式会社大林組 | Construction method of reinforced concrete beam, spacer-cum-permanent mold, and reinforced concrete beam |
| CN206438769U (en) * | 2016-11-16 | 2017-08-25 | 大连三川建设集团股份有限公司 | It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould |
| CN208702153U (en) * | 2018-07-31 | 2019-04-05 | 云南建投第二建设有限公司 | A kind of repeatable superimposed sheet form clamp being used in turn |
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN210152251U (en) * | 2019-05-31 | 2020-03-17 | 福建工程学院 | Device for using prefabricated composite floor slab as cast-in-situ beam side form support |
| CN110512785A (en) * | 2019-09-27 | 2019-11-29 | 福建工程学院 | A kind of end tongue and groove does not go out the unidirectional superimposed sheet of muscle and formwork erecting structure and construction method |
| CN214302871U (en) * | 2020-04-15 | 2021-09-28 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944269A (en) * | 2021-10-29 | 2022-01-18 | 中国一冶集团有限公司 | Internal corner mold with slurry leakage prevention device for laminated slab and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100469995C (en) | Construction method for after-pouring band beam-slab template | |
| CN110509396B (en) | Laminated slab, laminated slab production equipment and laminated slab production method | |
| CN104018425A (en) | Quickly replaceable bridge expansion joint device and mounting method thereof | |
| CN213448927U (en) | Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould | |
| CN111719849A (en) | Primary and secondary beam one-step forming structure of PC superposed beam and construction method thereof | |
| CN111502263A (en) | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould | |
| CN214302871U (en) | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould | |
| CN111906902A (en) | General mould of prefabricated bottom plate processing of assembled superimposed sheet | |
| CN212528123U (en) | Precast concrete superimposed sheet side mould | |
| CN113276257A (en) | Hollow beam slab integral casting and prefabricating method | |
| CN212897576U (en) | Template is pour to assembled building leak protection thick liquid crossbeam | |
| CN112627034A (en) | Synchronous construction method for turning over mold of high pier of bridge | |
| CN212897575U (en) | Cast-in-place crossbeam that interlock formula superimposed sheet was used pours mould | |
| CN111502040A (en) | Occlusion type laminated slab cast-in-place crossbeam member, casting mold and construction method thereof | |
| CN111502262A (en) | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure | |
| CN215443116U (en) | Assembly type beam pouring template assembly and concrete structure | |
| CN215368705U (en) | Floor post-cast strip pouring mold structure | |
| CN109208799A (en) | The dedicated cast-in-place reserved plate hole internal model of early demoulding construction method in wafer board structure hole | |
| CN206267032U (en) | Band gradient rectangular pier columns variable area formula hydraulic formwork | |
| CN203977282U (en) | A kind of quick-replaceable bridge expansion joint installation | |
| KR102071148B1 (en) | I-type Prestressed Concrete Girder, Rahmen Bridge using thereof and Construction method for thereof | |
| CN112681726A (en) | Floor post-cast strip pouring mold structure and construction method thereof | |
| CN215618858U (en) | Slurry leakage-free device for casting concrete behind prefabricated member | |
| CN216839920U (en) | Concrete outer wall's stubble connection structure | |
| CN211228922U (en) | Pre-buried channel pressure formula mounting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Applicant after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd. Address before: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Applicant before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group |
|
| CB02 | Change of applicant information | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20200807 |
|
| WW01 | Invention patent application withdrawn after publication |