CN212897577U - Template is pour with easy removable crossbeam to assembly type structure - Google Patents
Template is pour with easy removable crossbeam to assembly type structure Download PDFInfo
- Publication number
- CN212897577U CN212897577U CN202020555181.5U CN202020555181U CN212897577U CN 212897577 U CN212897577 U CN 212897577U CN 202020555181 U CN202020555181 U CN 202020555181U CN 212897577 U CN212897577 U CN 212897577U
- Authority
- CN
- China
- Prior art keywords
- cast
- screw rod
- pour
- pouring
- crossbeam
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model relates to the technical field of building pouring molds, in particular to an easily disassembled beam pouring template for an assembly type building, which comprises a beam pouring groove, a suspension rod and a counter-pull screw rod, wherein the beam pouring groove comprises two cast-in-situ beam side molds and a cast-in-situ beam bottom mold, and two ends of the counter-pull screw rod are respectively connected with the two cast-in-situ beam side molds; the connecting device is characterized by further comprising a supporting cross beam for erecting two external prefabricated superposed plates, the upper end portion of the suspension rod is detachably connected to the supporting cross beam through a breakable connecting assembly, a hook portion is arranged at the lower end portion of the suspension rod, the hook portion hooks a counter-pulling screw rod, and the connecting device further comprises a breakable connecting assembly. The utility model discloses a template is pour to easy removable formula crossbeam for assembly type structure, the crossbeam is pour the groove and is hugged closely in prefabricated superimposed sheet's lower surface to avoid when pouring the shaping prefabricated superimposed sheet can not pour the groove with the crossbeam and take place the dislocation, avoid or reduce the phenomenon that concrete leaks to appear in the seam position.
Description
Technical Field
The utility model relates to a building pouring mould technical field especially relates to a template is pour with easy removable crossbeam to assembly type structure.
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.
Therefore, it is necessary to provide a prefabricated beam casting formwork for a prefabricated building to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template is pour to easy removable crossbeam for assembly type structure to the not enough of prior art, the joint department is leak-proof thick liquid when pouring, and pours the back and easily disassemble.
In order to achieve the purpose, the easily-disassembled beam pouring template for the prefabricated building comprises a beam pouring groove, a suspension rod and a counter-pull screw rod, wherein the beam pouring groove comprises two cast-in-situ beam side molds and a cast-in-situ beam bottom mold, the two cast-in-situ beam side molds are arranged above the cast-in-situ beam bottom mold at intervals, and two ends of the counter-pull screw rod are respectively connected with the two cast-in-situ beam side molds;
the device also comprises a supporting cross beam used for being erected on two external prefabricated superposed plates, the upper end part of the suspension pull rod is detachably connected to the supporting cross beam, the lower end part of the suspension pull rod is provided with a hook part, and the hook part hooks the counter-pulling screw rod;
still including the disconnected connecting assembly, the disconnected connecting assembly includes removable screw rod, reinforcement nut and stock nut, and reinforcement nut just arranges in the top of supporting beam through threaded connection 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 the upper end of drop hanger is connected with the other end of stock nut.
Furthermore, the supporting cross beam, the suspension pull rod and the opposite-pulling screw rod are provided with a plurality of groups.
Furthermore, the cast-in-place beam side form structure further comprises a sleeve which is sleeved outside the opposite-pulling screw rod and is positioned between the two cast-in-place beam side forms.
Further, the sleeve is a PVC pipe.
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.
Furthermore, the upper surface of the cast-in-place beam side mould is provided with a rubber gasket which is used for being attached to the lower surface of the prefabricated composite slab.
The utility model has the advantages that: the utility model discloses a template is pour with easy removable formula crossbeam to assembly type structure, the crossbeam is pour the groove and is used for arranging the below in the gap between two adjacent prefabricated superimposed sheets for pour the shaping crossbeam, the drop link is used for pouring the groove with the crossbeam and connects in supporting beam, the crossbeam is pour the groove and is hugged closely in prefabricated superimposed sheet's lower surface, thereby avoid when pouring the shaping prefabricated superimposed sheet can not pour the groove with the crossbeam and take place the dislocation, avoid or reduce the phenomenon that the concrete leaks to appear in the seam position.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the breakable connection assembly of the present invention.
The reference numerals include:
1-beam casting groove 11-cast-in-place beam side mold 12-cast-in-place beam bottom mold
2-suspension pull rod 3-opposite-pulling screw rod
4-supporting beam 5-sleeve 6-prefabricated laminated slab
7-breakable connection assembly 71-detachable screw 72-reinforcement nut 73-long rod nut.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the utility model discloses an easy-to-dismount crossbeam casting formwork for prefabricated building, including crossbeam casting groove 1, drop rod 2 and counter-pull screw 3, crossbeam casting groove 1 includes two cast-in-place beam side forms 11 and cast-in-place beam bottom mould 12, two cast-in-place beam side forms 11 are set up above cast-in-place beam bottom mould 12 at intervals, the both ends of counter-pull screw 3 are connected with two cast-in-place beam side forms 11 respectively; the support device also comprises a support cross beam 4 used for erecting two external prefabricated composite slabs 6, the upper end part of the suspension pull rod 2 is detachably connected to the support cross beam 4, the lower end part of the suspension pull rod 2 is provided with a hook part, and the hook part hooks the counter-pulling screw rod 3; still include the disconnected connecting assembly 7, the disconnected connecting assembly 7 includes removable screw rod 71, reinforcement nut 72 and stock nut 73, and reinforcement nut 72 passes through threaded connection and arranges in the top of supporting beam 4 with the upper end of removable screw rod 71, and the lower tip of removable screw rod 71 is connected with the one end of stock nut 73, and the upper end of drag link 2 is connected with the other end of stock nut 73. The utility model discloses a template is pour to easy removable formula crossbeam for assembly type structure, the crossbeam is pour groove 1 and is used for arranging the below in the gap between two adjacent prefabricated superimposed sheet 6, be used for pouring the shaping crossbeam, drop link 2 is used for pouring groove 1 with the crossbeam and connects in supporting beam 4, and is concrete, the upper end of drop link 2 is provided with the screw thread section, thereby pour groove 1 and hug closely in prefabricated superimposed sheet 6's lower surface with the crossbeam through the nut for the screw thread section is rotatory lifting drop link 2, thereby avoid pouring prefabricated superimposed sheet 6 can not pour groove 1 with the crossbeam and take place the dislocation when the shaping, avoid or reduce the phenomenon that the concrete leaks to appear in the seam position.
The upper end of the suspension pull rod 2 is detachably connected to the supporting beam 4 through the breakable connecting component 7, and the supporting beam 4 can be disassembled by screwing out the detachable screw rod 71 from the long rod nut 73 after pouring is completed.
The utility model discloses a template is pour to easy removable formula crossbeam for assembly type structure, supporting beam 4, drop rod 2 and to drawing screw rod 3 are provided with the multiunit. The utility model discloses a template is pour to easy removable formula crossbeam for assembly type structure can avoid or reduce the phenomenon that the concrete leaks thick liquid to appear in the seam position.
The utility model discloses a template is pour to easy removable formula crossbeam for assembly type structure still includes sleeve pipe 5, and 5 covers of sleeve pipe are located the outside of split screw 3 just is located between two cast-in-place roof beam side forms 11. The utility model discloses a template is pour to easy removable formula crossbeam for assembly type structure, sleeve pipe 5 can prevent to pour fashioned concrete and 3 adhesions to drawing the screw rod, easily will be disassembled from pouring fashioned concrete to drawing screw rod 3 to easily pour groove 1 with the crossbeam and disassemble.
Specifically, the sleeve 5 is a PVC pipe.
The utility model discloses an easy removable formula crossbeam pouring template for assembly type structure, cast-in-place roof beam side form 11's upper surface be provided with be used for with 6 surface bonding's of prefabricated superimposed sheet double faced adhesive tape, prefabricated superimposed sheet 6 can not pour the mould with hoist and mount and take place the dislocation when pouring the shaping, avoid or reduce the phenomenon that concrete leaks thick liquid appears in the seam position.
The utility model discloses an easy removable crossbeam pouring template for assembly type structure, the upper surface of cast-in-place roof beam side form 11 is provided with the rubber packing ring that is used for with the laminating of 6 lower surfaces of prefabricated superimposed sheet, waters between the upper surface of roof beam side form and the 6 lower surfaces of prefabricated superimposed sheet leakproofness good, further avoids or reduces the phenomenon that the concrete leaks thick liquid to appear in the seam position.
In conclusion, the present invention has the above-mentioned excellent characteristics, so that it can be used to enhance the effectiveness of the prior art and has practicability, and thus it is a product with practical value.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.
Claims (5)
1. The utility model provides a template is pour with easy removable crossbeam to assembly type structure which characterized in that: the beam casting groove comprises two cast-in-place beam side molds and a cast-in-place beam bottom mold, the two cast-in-place beam side molds are arranged above the cast-in-place beam bottom mold at intervals, and two ends of the counter-pull screw are respectively connected with the two cast-in-place beam side molds;
the lower end part of the suspension pull rod is provided with a hook part which hooks the counter-pulling screw rod;
still including the disconnected connecting assembly, the disconnected connecting assembly includes removable screw rod, reinforcement nut and stock nut, and reinforcement nut just arranges in the top of supporting beam through threaded connection 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 the upper end of drop hanger is connected with the other end of stock nut.
2. The easy-to-dismount cross beam pouring formwork for the fabricated building according to claim 1, wherein: the supporting cross beam, the suspension pull rod and the opposite-pulling screw rod are provided with a plurality of groups.
3. The easy-to-dismount cross beam pouring formwork for the fabricated building according to claim 1, wherein: the cast-in-place beam side form comprises a cast-in-place beam side form and a split screw rod, wherein the split screw rod is sleeved with a sleeve.
4. The easy-to-dismount cross beam pouring formwork for the fabricated building according to claim 3, wherein: the sleeve is a PVC pipe.
5. The easy-to-dismount cross beam pouring formwork for the fabricated building according to claim 1, wherein: and the upper surface of the cast-in-situ beam side mold is provided with a double faced adhesive tape used for being adhered to the lower surface of the prefabricated composite slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020555181.5U CN212897577U (en) | 2020-04-15 | 2020-04-15 | Template is pour with easy removable crossbeam to assembly type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020555181.5U CN212897577U (en) | 2020-04-15 | 2020-04-15 | Template is pour with easy removable crossbeam to assembly type structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212897577U true CN212897577U (en) | 2021-04-06 |
Family
ID=75227175
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020555181.5U Expired - Fee Related CN212897577U (en) | 2020-04-15 | 2020-04-15 | Template is pour with easy removable crossbeam to assembly type structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212897577U (en) |
-
2020
- 2020-04-15 CN CN202020555181.5U patent/CN212897577U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201065511Y (en) | Mobile die carrier bridge fabrication machine for thin wall high frusta | |
| CN208072950U (en) | A kind of combination set shaped steel formwork | |
| CN208534025U (en) | Floor slab back casting band separate support formwork erecting structure | |
| CN213448927U (en) | Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould | |
| CN211173215U (en) | Disposable cast-in-place caisson building template supporting device with elevator additionally arranged for existing building | |
| CN111502255A (en) | Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof | |
| CN212897576U (en) | Template is pour to assembled building leak protection thick liquid crossbeam | |
| CN212507370U (en) | Pouring body and pouring hanging die for joint of assembled building laminated slab | |
| CN212897577U (en) | Template is pour with easy removable crossbeam to assembly type structure | |
| CN108060777A (en) | Basic hole to be provided template construction method | |
| CN214302871U (en) | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould | |
| CN210421925U (en) | Positioning and embedding device for water stop joint of building | |
| CN209482709U (en) | A kind of in-situ concrete wall subsiding crack typified form | |
| CN215443116U (en) | Assembly type beam pouring template assembly and concrete structure | |
| CN111502262A (en) | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure | |
| CN212897575U (en) | Cast-in-place crossbeam that interlock formula superimposed sheet was used pours mould | |
| CN111519899A (en) | Cast-in-place casting mold and casting body for prefabricated building and construction method thereof | |
| CN212507373U (en) | Easy-to-dismount type superimposed sheet seam hanging die assembly | |
| CN110056181A (en) | A kind of subsided rest room assembly steel form and construction method | |
| CN108582426A (en) | A kind of producing device and production method of stiffened column | |
| CN215290896U (en) | Composite floor slab with detachable additional rigidity device | |
| CN111502263A (en) | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould | |
| CN105908631B (en) | A kind of built-in type steel reinforced concrete joint portion mud jacking filling device and construction method | |
| CN212507371U (en) | Laminated slab and seam hanging die breakable split assembly | |
| CN212507372U (en) | Superimposed sheet pours mould split subassembly with seam hoist and mount |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd. Address before: 545006 No. 167, east ring Avenue, Liuzhou City, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210406 |