CN111502262A - Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure - Google Patents
Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure Download PDFInfo
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- CN111502262A CN111502262A CN202010295848.7A CN202010295848A CN111502262A CN 111502262 A CN111502262 A CN 111502262A CN 202010295848 A CN202010295848 A CN 202010295848A CN 111502262 A CN111502262 A CN 111502262A
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- 238000010276 construction Methods 0.000 title abstract description 10
- 239000002131 composite material Substances 0.000 claims abstract description 43
- 239000000725 suspension Substances 0.000 claims description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims 2
- 238000000465 moulding Methods 0.000 abstract description 5
- 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
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Classifications
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- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to the technical field of building pouring molds, in particular to an assembly type beam pouring template assembly, a concrete structure and a construction method thereof, wherein the assembly type beam pouring template assembly comprises two prefabricated composite slabs which are arranged in parallel at intervals and a cast-in-place body; 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 fabricated beam pouring template assembly, the concrete structure and the construction method thereof, the beam pouring grooves are tightly attached to the lower surfaces of the prefabricated composite slabs during pouring and tamping, so that the prefabricated composite slabs are prevented from being dislocated with the beam pouring grooves during pouring and molding, and the phenomenon of concrete leakage at the joint positions is avoided or reduced.
Description
Technical Field
The invention relates to the technical field of building pouring molds, in particular to an assembly type beam pouring template assembly, a concrete structure and a construction method of the assembly type beam pouring template assembly.
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 and a method of constructing the same to solve the above problems.
Disclosure of Invention
The invention aims to provide a fabricated beam pouring template assembly, a concrete structure and a construction method thereof 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 joint 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.
In order to achieve the purpose, the pouring construction method of the fabricated beam comprises the following steps:
A. installing a cast-in-place beam template, and erecting the cast-in-place beam template along with a template support system; B. hoisting the prefabricated composite slab, wherein the prefabricated composite slab is 10-15 mm inside the beam; C. the split screw component is installed, the split screw component comprises a split screw, a sleeve, a gasket and a nut, and the split screw penetrates through the sleeve and is used for split reinforcing the cast-in-situ beam template; D. installing a suspension pull rod, and hooking the suspension pull rod on the sleeve; E. placing a supporting cross beam, screwing a nut for reinforcement, so that the upper end part of the counter-pull screw rod is detachably connected with the supporting cross beam through a breakable connecting component, wherein the breakable connecting component comprises a detachable screw rod, a reinforcing nut and a long rod nut, the reinforcing nut is in threaded connection with the upper end part of the detachable screw rod and is arranged above the supporting cross beam, the lower end part of the detachable screw rod is connected with one end of the long rod nut, and the upper end part of the suspension pull rod is connected with the other end of the long rod nut; and F, pouring concrete into the cast-in-place beam template to form a cast-in-place body.
The invention has the beneficial effects that: according to the fabricated beam pouring template assembly, the concrete structure and the construction method thereof, during pouring and tamping, the beam pouring grooves are arranged below the gap between two adjacent prefabricated composite slabs and are used for pouring and molding the beam, the suspension rods are used for connecting the beam pouring grooves to the supporting beam, and the beam pouring grooves are tightly attached to the lower surfaces of the prefabricated composite slabs, so that the prefabricated composite slabs cannot be dislocated with the beam pouring grooves during pouring and molding, and the phenomenon of concrete leakage at the joint 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.
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 connecting component 71-detachable screw 72-reinforced nut 73-long rod nut
8-cast-in-place body 81-beam portion 82-joint portion.
Detailed Description
The present invention is described in detail below with reference to the attached drawings.
As shown in fig. 1 and 2, 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 8, wherein the cast-in-place body 8 includes a beam portion 81 and a joint portion 82, the beam portion 81 is located below the two prefabricated composite slabs 6, and the joint portion 82 is located between the two prefabricated composite slabs 6; the lifting device further comprises a lifting rod 2 and a sleeve 5, 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 5 is positioned in the cross beam part 81 and penetrates through the cross beam part 81 in the horizontal direction, and the hook part hooks the sleeve 5; the thread segments leak out of the upper surface of the seam 82 and the hook portions are inside the beam portion 81. According to the fabricated beam concrete structure, the thread sections are externally leaked on the upper surface of the joint part 82 and are easily connected with the supporting beam 4, the counter-pull screw 3 can pass through the sleeve 5 and be hooked by the hook part, 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 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. 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, the prefabricated composite slabs 6 cannot be dislocated with the beam pouring grooves 1 during pouring and forming, and the phenomenon of concrete leakage at the seam positions 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 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.
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 5, wherein the sleeve 5 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 5 can prevent poured concrete from being adhered to the opposite-pulling screw rod 3, the opposite-pulling screw rod 3 is easily disassembled from the poured concrete, and therefore the beam pouring groove 1 is easily disassembled.
Specifically, the sleeve 5 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.
The invention discloses a pouring construction method for an assembled beam, which comprises the following steps:
A. installing a cast-in-place beam template, and erecting the cast-in-place beam template along with a template support system; B. hoisting the prefabricated composite slab 6, and putting the prefabricated composite slab 6 into the beam by 10-15 mm; C. the split screw 3 is installed in an assembly mode, the split screw 3 comprises a split screw 3, a sleeve 5, a gasket and a nut, and the split screw 3 penetrates through the sleeve 5 and is used for split reinforcing of the cast-in-situ beam template; D. the suspension pull rod 2 is installed, and the suspension pull rod 2 is hooked on the sleeve 5; E. placing a supporting cross beam 4, screwing a nut for reinforcement, so that the upper end part of the counter-pull screw rod 3 is detachably connected with the supporting cross beam 4 through a breakable connecting component 7, wherein the breakable connecting component 7 comprises a detachable screw rod 71, a reinforcing nut 72 and a long rod nut 73, the reinforcing nut 72 is in threaded connection with the upper end part of the detachable screw rod 71 and is arranged above the supporting cross beam 4, the lower end part of the detachable screw rod 71 is connected with one end of the long rod nut 73, and the upper end part of the suspension pull rod 2 is connected with the other end of the long rod nut 73; F. and pouring concrete into the cast-in-place beam template 11 to form the cast-in-place body 8.
According to the fabricated beam pouring template assembly, the concrete structure and the construction method thereof, during pouring and tamping, the beam pouring grooves 1 are arranged below the gap between two adjacent prefabricated composite slabs 6 and used for pouring and molding beams, the suspension pull rods 2 are used for connecting the beam pouring grooves 1 to the supporting beams 4, and the beam pouring grooves 1 are tightly attached to the lower surfaces of the prefabricated composite slabs 6, so that the prefabricated composite slabs 6 are prevented from being dislocated with the beam pouring grooves 1 during pouring and molding, and the phenomenon of concrete leakage at the joint positions is 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 (5)
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 leaks out of 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 1, 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 1, wherein: the sleeve is a PVC pipe.
5. The method for pouring and constructing the fabricated beam is characterized by comprising the following steps of:
A. installing a cast-in-place beam template, and erecting the cast-in-place beam template along with a template support system;
B. hoisting the prefabricated composite slab, wherein the prefabricated composite slab is 10-15 mm inside the beam;
C. the split screw component is installed, the split screw component comprises a split screw, a sleeve, a gasket and a nut, and the split screw penetrates through the sleeve and is used for split reinforcing the cast-in-situ beam template;
D. installing a suspension pull rod, and hooking the suspension pull rod on the sleeve;
E. placing a supporting cross beam, screwing a nut for reinforcement, so that the upper end part of the counter-pull screw rod is detachably connected with the supporting cross beam through a breakable connecting component, wherein the breakable connecting component comprises a detachable screw rod, a reinforcing nut and a long rod nut, the reinforcing nut is in threaded connection with the upper end part of the detachable screw rod and is arranged above the supporting cross beam, the lower end part of the detachable screw rod is connected with one end of the long rod nut, and the upper end part of the suspension pull rod is connected with the other end of the long rod nut;
F. and pouring concrete into the cast-in-place beam template to form the cast-in-place body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010295848.7A CN111502262A (en) | 2020-04-15 | 2020-04-15 | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010295848.7A CN111502262A (en) | 2020-04-15 | 2020-04-15 | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure |
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| Publication Number | Publication Date |
|---|---|
| CN111502262A true CN111502262A (en) | 2020-08-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010295848.7A Pending CN111502262A (en) | 2020-04-15 | 2020-04-15 | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN111502262A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288437A (en) * | 2022-07-29 | 2022-11-04 | 滕州建工建设集团有限公司 | Template mounting structure is used in construction of urea prilling tower |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101851983A (en) * | 2010-05-19 | 2010-10-06 | 华侨大学 | Template-free U-shaped steel concrete combination beam |
| CN201605810U (en) * | 2009-10-30 | 2010-10-13 | 华南理工大学 | Profile steel beam self-bearing suspended formwork supporter |
| CN103061443A (en) * | 2012-12-31 | 2013-04-24 | 合肥工业大学 | Novel enclosed steel-concrete superimposed plate composite beam |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN105089204A (en) * | 2015-05-12 | 2015-11-25 | 重庆大学 | Cold-formed thin-walled ribbed U-shaped steel-encased concrete laminated slab composite beam |
| CN206769154U (en) * | 2017-04-23 | 2017-12-19 | 江苏旺材科技有限公司 | A kind of superimposed sheet hoard strip hangs shell template |
| KR20190034002A (en) * | 2017-09-22 | 2019-04-01 | 서보산업 주식회사 | Large concrete mold for crossbeam and slab, and method for constructing crossbeam and slab using this same |
| CN109680931A (en) * | 2018-12-29 | 2019-04-26 | 中建四局第六建筑工程有限公司 | A kind of post-cast strip is without shoring formwork bracing means and its construction method |
| CN110409711A (en) * | 2019-08-14 | 2019-11-05 | 六安远大住宅工业有限公司 | A kind of Cast-in-situ Beam steel bar arrangement and its construction technology |
-
2020
- 2020-04-15 CN CN202010295848.7A patent/CN111502262A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605810U (en) * | 2009-10-30 | 2010-10-13 | 华南理工大学 | Profile steel beam self-bearing suspended formwork supporter |
| CN101851983A (en) * | 2010-05-19 | 2010-10-06 | 华侨大学 | Template-free U-shaped steel concrete combination beam |
| CN103061443A (en) * | 2012-12-31 | 2013-04-24 | 合肥工业大学 | Novel enclosed steel-concrete superimposed plate composite beam |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN105089204A (en) * | 2015-05-12 | 2015-11-25 | 重庆大学 | Cold-formed thin-walled ribbed U-shaped steel-encased concrete laminated slab composite beam |
| CN206769154U (en) * | 2017-04-23 | 2017-12-19 | 江苏旺材科技有限公司 | A kind of superimposed sheet hoard strip hangs shell template |
| KR20190034002A (en) * | 2017-09-22 | 2019-04-01 | 서보산업 주식회사 | Large concrete mold for crossbeam and slab, and method for constructing crossbeam and slab using this same |
| CN109680931A (en) * | 2018-12-29 | 2019-04-26 | 中建四局第六建筑工程有限公司 | A kind of post-cast strip is without shoring formwork bracing means and its construction method |
| CN110409711A (en) * | 2019-08-14 | 2019-11-05 | 六安远大住宅工业有限公司 | A kind of Cast-in-situ Beam steel bar arrangement and its construction technology |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288437A (en) * | 2022-07-29 | 2022-11-04 | 滕州建工建设集团有限公司 | Template mounting structure is used in construction of urea prilling tower |
| CN115288437B (en) * | 2022-07-29 | 2024-01-30 | 滕州建工建设集团有限公司 | Template mounting structure for urea prilling tower construction |
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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 |
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Application publication date: 20200807 |