CN215443116U - Assembly type beam pouring template assembly and concrete structure - Google Patents
Assembly type beam pouring template assembly and concrete structure Download PDFInfo
- Publication number
- CN215443116U CN215443116U CN202020556718.XU CN202020556718U CN215443116U CN 215443116 U CN215443116 U CN 215443116U CN 202020556718 U CN202020556718 U CN 202020556718U CN 215443116 U CN215443116 U CN 215443116U
- Authority
- CN
- China
- Prior art keywords
- cast
- place
- prefabricated composite
- sleeve
- pouring
- 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
Links
- 239000002131 composite material Substances 0.000 claims abstract description 38
- 239000000725 suspension Substances 0.000 claims description 17
- 238000005266 casting Methods 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 claims 2
- 238000011065 in-situ storage Methods 0.000 claims 1
- 238000000465 moulding Methods 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002390 adhesive tape Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to the technical field of building pouring molds, in particular to an assembly type beam pouring template assembly and a concrete structure, which comprise two prefabricated composite slabs arranged in parallel at intervals and a cast-in-place body, wherein the cast-in-place body comprises a beam part and a joint part, the beam part is positioned below the two prefabricated composite slabs, and the joint part is positioned between the two prefabricated composite slabs; the lifting rod is characterized by further comprising a lifting rod and a sleeve, wherein a threaded section is arranged at the upper end of the lifting rod, a hook part is arranged at the lower end of the opposite-pulling screw rod, the sleeve is located inside the cross beam part and penetrates through the cross beam part in the horizontal direction, and the hook part hooks the sleeve; the thread segments leak out of the upper surface of the seam. According to the assembly type beam pouring template assembly and the concrete structure, when pouring and tamping are carried out, the beam pouring grooves are tightly attached to the lower surfaces of the prefabricated composite slabs, so that the prefabricated composite slabs are prevented from being dislocated with the beam pouring grooves when pouring and molding are carried out, and the phenomenon of concrete leakage at the joint position is avoided or reduced.
Description
Technical Field
The utility model relates to the technical field of building pouring molds, in particular to an assembly type beam pouring template assembly and a concrete structure.
Background
The prefabricated composite slab is used for casting and forming an assembled building, a beam is usually cast in place and is usually cast below the joint of two adjacent prefabricated composite slabs, in the prior art, a beam casting groove is usually erected below the joint through a support, and due to the limitation of the internal structure of the cast and formed beam, the prefabricated composite slab is usually subjected to the buoyancy effect of concrete and dislocated with the beam casting groove in the casting and tamping process, so that the slurry leakage phenomenon at the joint is caused. It is therefore desirable to provide a fabricated beam casting form assembly, a concrete structure, that addresses the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an assembly type beam pouring template assembly and a concrete structure aiming at the defects of the prior art, wherein a beam pouring groove and a prefabricated composite slab are easy to fixedly connect, and slurry does not leak at a seam during pouring.
In order to achieve the purpose, the fabricated beam concrete structure comprises two prefabricated composite slabs which are arranged in parallel at intervals and a cast-in-place body, wherein the cast-in-place body comprises a beam part and a joint part, the beam part is positioned below the two prefabricated composite slabs, and the joint part is positioned between the two prefabricated composite slabs; the lifting rod is characterized by further comprising a lifting rod and a sleeve, wherein a threaded section is arranged at the upper end of the lifting rod, a hook part is arranged at the lower end of the opposite-pulling screw rod, the sleeve is located inside the cross beam part and penetrates through the cross beam part in the horizontal direction, and the hook part hooks the sleeve; the thread section leaks out of the upper surface of the joint part, and the hook part is arranged inside the beam part.
In order to achieve the purpose, the assembly type beam pouring template assembly comprises a beam pouring groove, a suspension rod and a counter-pull screw rod, wherein the beam pouring groove comprises two cast-in-place beam side molds and a cast-in-place beam bottom mold; 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 beneficial effects that: according to the fabricated beam pouring template assembly and the concrete structure, beam pouring grooves are arranged below a gap between two adjacent prefabricated composite slabs and are used for pouring and forming beams, the suspension pull rods are used for connecting the beam pouring grooves to the supporting beams, and the beam pouring grooves are tightly attached to the lower surfaces of the prefabricated composite slabs, so that the prefabricated composite slabs and the beam pouring grooves cannot be dislocated during pouring and forming, and the phenomenon of concrete leakage at the seam position is avoided or reduced.
According to the fabricated beam concrete structure, the thread sections are externally leaked on the upper surface of the joint part and are easily connected with the supporting beam, the counter-pull screw rod can penetrate through the sleeve and is hooked by the hook part, the cast-in-place beam side die can be fixedly arranged on the counter-pull screw rod, and the cast-in-place beam bottom die is arranged on the cast-in-place beam side die, so that the beam pouring groove and the prefabricated composite slab are fixedly connected, the prefabricated composite slab cannot be dislocated with the beam pouring groove in the pouring forming process of the fabricated beam concrete structure, and the phenomenon of concrete leakage at the joint position is avoided or reduced.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
The reference numerals include: the prefabricated composite slab comprises the following components of 1, a beam pouring groove 11, a cast-in-place beam side mold 12, a cast-in-place beam bottom mold 2, a suspension pull rod 3, a counter-pull screw rod 4, a supporting beam 6, a prefabricated composite slab 8, a cast-in-place body 81, a beam portion 82 and a joint portion.
Detailed Description
The present invention is described in detail below with reference to the attached drawings.
As shown in fig. 1, the prefabricated beam concrete structure of the present invention includes two prefabricated composite slabs 6 arranged in parallel at intervals, and further includes a cast-in-place body, wherein the cast-in-place body includes a beam portion and a joint portion, the beam portion is located below the two prefabricated composite slabs 6, and the joint portion is located between the two prefabricated composite slabs 6; the lifting rod is characterized by further comprising a lifting rod 2 and a sleeve, a threaded section is arranged at the upper end of the lifting rod 2, a hook part is arranged at the lower end of the opposite-pulling screw rod 3, the sleeve is located inside the cross beam part and penetrates through the cross beam part in the horizontal direction, and the hook part hooks the sleeve; the thread section leaks out of the upper surface of the joint part, and the hook part is arranged inside the beam part.
According to the fabricated beam concrete structure, the thread sections are externally leaked on the upper surface of the joint part and are easily connected with the supporting beam 4, the counter-pull screw 3 can be hooked by the hook part through the sleeve, the cast-in-place beam side die 11 can be fixedly arranged on the counter-pull screw 3, and the cast-in-place beam bottom die 12 is arranged on the cast-in-place beam side die 11, so that the beam pouring groove 1 and the prefabricated composite slab 6 are fixedly connected, the prefabricated composite slab 6 cannot be dislocated with the beam pouring groove 1 in the pouring forming process of the fabricated beam concrete structure, and the phenomenon of concrete leakage at the joint position is avoided or reduced. The assembly type beam pouring template assembly comprises a beam pouring groove 1, a suspension rod 2 and a counter-pull screw rod 3, wherein the beam pouring groove 1 comprises two cast-in-place beam side dies 11 and a cast-in-place beam bottom die 12, the two cast-in-place beam side dies 11 are arranged above the cast-in-place beam bottom die 12 at intervals, and two ends of the counter-pull screw rod 3 are respectively connected with the two cast-in-place beam side dies 11; 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 including the disconnected connecting assembly 7, the disconnected connecting assembly 7 includes removable screw rod, reinforcement nut and stock nut, and reinforcement nut passes through threaded connection and arranges in the top of supporting beam 4 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 rod 2 is connected with the other end of stock nut. According to the assembly type beam pouring template assembly, the beam pouring grooves 1 are arranged below the gaps between two adjacent prefabricated composite slabs 6 and used for pouring and forming beams, the suspension rods 2 are used for connecting the beam pouring grooves 1 to the supporting beams 4, specifically, the upper end portions of the suspension rods 2 are provided with threaded sections, the suspension rods 2 are lifted through the nuts rotating relative to the threaded sections, the beam pouring grooves 1 are tightly attached to the lower surfaces of the prefabricated composite slabs 6, therefore, the prefabricated composite slabs 6 and the beam pouring grooves 1 are prevented from being dislocated during pouring and forming, and the phenomenon of concrete leakage at the positions of the gaps is avoided or reduced.
The upper end of the suspension pull rod 2 is detachably connected to the supporting beam 4 through the breakable connecting assembly, and the supporting beam 4 can be disassembled by screwing out the detachable screw rod from the long rod nut after pouring is completed. According to the assembly type beam pouring template assembly, a plurality of groups of supporting beams 4, suspension pull rods 2 and opposite pull screw rods 3 are arranged. The assembly type beam pouring template assembly can avoid or reduce the phenomenon of concrete leakage at the joint position.
The assembly type beam pouring template assembly further comprises a sleeve, wherein the sleeve is sleeved outside the split screw 3 and is positioned between the two cast-in-place beam side dies 11.
According to the assembly type beam pouring template assembly, the sleeve can prevent poured concrete from being adhered to the counter-pull screw rod 3, the counter-pull screw rod 3 is easily disassembled from the poured concrete, and therefore the beam pouring groove 1 is easily disassembled.
Specifically, the sleeve is a PVC pipe.
According to the assembly type beam pouring template assembly, the double faced adhesive tapes used for being adhered to the lower surfaces of the prefabricated composite slabs 6 are arranged on the upper surfaces of the cast-in-place beam side molds 11, the prefabricated composite slabs 6 cannot be dislocated with the hoisting pouring mold during pouring forming, and the phenomenon of concrete leakage at the joint positions is avoided or reduced. According to the assembly type beam pouring template assembly, the rubber gasket for being attached to the lower surface of the prefabricated composite slab 6 is arranged on the upper surface of the cast-in-place beam side mold 11, the sealing performance between the upper surface of the cast-in-place beam side mold and the lower surface of the prefabricated composite slab 6 is good, and the phenomenon of concrete leakage at a joint position is further avoided or reduced.
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 (4)
1. Assembled crossbeam concrete structure, its characterized in that: the cast-in-place structure comprises two prefabricated composite slabs which are arranged in parallel at intervals and a cast-in-place body, wherein the cast-in-place body comprises a beam part and a joint part, the beam part is positioned below the two prefabricated composite slabs, and the joint part is positioned between the two prefabricated composite slabs; the lifting rod is characterized by further comprising a lifting rod and a sleeve, wherein a threaded section is arranged at the upper end of the lifting rod, a hook part is arranged at the lower end of the opposite-pulling screw rod, the sleeve is located inside the cross beam part and penetrates through the cross beam part in the horizontal direction, and the hook part hooks the sleeve; the thread section is exposed on the upper surface of the joint part, and the hook part is arranged inside the beam part.
2. Template subassembly is pour to assembled crossbeam, its 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; the detachable connecting component comprises a detachable screw rod, a reinforcing nut and a long rod nut, the reinforcing nut is connected with the upper end of the detachable screw rod through threads and is arranged above the supporting cross beam, the lower end of the detachable screw rod is connected with one end of the long rod nut, and the upper end of the suspension pull rod is connected with the other end of the long rod nut; the sleeve is sleeved outside the opposite-pulling screw and positioned between the two cast-in-place beam side molds; and the upper surface of the cast-in-situ beam side mold is provided with a rubber gasket which is used for being attached to the lower surface of the prefabricated composite slab.
3. The fabricated beam casting formwork assembly of claim 2, wherein: the supporting cross beam, the suspension pull rod and the opposite-pulling screw rod are provided with a plurality of groups.
4. The fabricated beam casting formwork assembly of claim 2, wherein: the sleeve is a PVC pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020556718.XU CN215443116U (en) | 2020-04-15 | 2020-04-15 | Assembly type beam pouring template assembly and concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020556718.XU CN215443116U (en) | 2020-04-15 | 2020-04-15 | Assembly type beam pouring template assembly and concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215443116U true CN215443116U (en) | 2022-01-07 |
Family
ID=79680106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020556718.XU Active CN215443116U (en) | 2020-04-15 | 2020-04-15 | Assembly type beam pouring template assembly and concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215443116U (en) |
-
2020
- 2020-04-15 CN CN202020556718.XU patent/CN215443116U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111502255A (en) | Fabricated building laminated slab joint pouring body, pouring hanging die 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 | |
| CN213448927U (en) | Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould | |
| 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 | |
| CN111519899A (en) | Cast-in-place casting mold and casting body for prefabricated building and construction method thereof | |
| CN112627034A (en) | Synchronous construction method for turning over mold of high pier of bridge | |
| CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
| CN214302871U (en) | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould | |
| CN212897577U (en) | Template is pour with easy removable crossbeam to assembly type structure | |
| CN110056181A (en) | A kind of subsided rest room assembly steel form and construction method | |
| CN111502263A (en) | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould | |
| CN212507373U (en) | Easy-to-dismount type superimposed sheet seam hanging die assembly | |
| CN210239112U (en) | Sinking type assembled steel formwork for toilet | |
| CN114436112A (en) | Large-scale prefabricated box girder top plate hoisting anti-cracking device and anti-cracking method thereof | |
| CN212897575U (en) | Cast-in-place crossbeam that interlock formula superimposed sheet was used pours mould | |
| CN208949729U (en) | Concrete beam mould board device | |
| CN208473293U (en) | Narrow deformation joint easy-dismount template system | |
| CN111502040A (en) | Occlusion type laminated slab cast-in-place crossbeam member, casting mold and construction method thereof | |
| CN113737734A (en) | U-shaped aqueduct truss type all-steel formwork construction method | |
| CN206267032U (en) | Band gradient rectangular pier columns variable area formula hydraulic formwork | |
| CN114750267B (en) | Construction method of square horse leg core mould system | |
| CN109930712A (en) | The cast-in-place double mesh sheet of one kind exempt from the plaster dedicated framework of partition wall construction and its construction method | |
| CN217653411U (en) | Recycled concrete pipe with high bearing performance |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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 |
|
| CP03 | Change of name, title or address | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20240314 Granted publication date: 20220107 |
|
| PP01 | Preservation of patent right |