CN212507370U - Pouring body and pouring hanging die for joint of assembled building laminated slab - Google Patents
Pouring body and pouring hanging die for joint of assembled building laminated slab Download PDFInfo
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- CN212507370U CN212507370U CN202020553639.3U CN202020553639U CN212507370U CN 212507370 U CN212507370 U CN 212507370U CN 202020553639 U CN202020553639 U CN 202020553639U CN 212507370 U CN212507370 U CN 212507370U
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- pouring
- joint
- prefabricated
- screw rod
- detachable
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- 239000002131 composite material Substances 0.000 claims abstract description 33
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 239000002390 adhesive tape Substances 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 5
- 238000007493 shaping process Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to the technical field of buildings, in particular to a pouring body and a pouring hanging die for joints of fabricated building composite slabs, which comprise two horizontally placed prefabricated composite slabs, wherein a plurality of concrete supporting blocks are arranged above the end parts of the prefabricated composite slabs at intervals; the connecting screw is located inside the seam 62. The prefabricated building laminated slab joint pouring body and the pouring hanging die can avoid or reduce the phenomenon of concrete leakage at the joint position of the prefabricated laminated slab during pouring and tamping.
Description
Technical Field
The utility model relates to a building technical field especially relates to assembled building superimposed sheet seam pouring body, pour and hang the mould.
Background
The prefabricated composite slab is a development trend of future buildings, the prefabricated composite slab components are necessary components for each prefabricated building, and the splicing among the composite slabs mostly adopts a form of pouring after seams, so that the purpose of effectively ensuring the stable connection between the two composite slabs is achieved. The construction form that the seam between superimposed sheet adopted is at present to establish pouring mould and braced system in the superimposed sheet bottom more, then to the seam cast concrete and prefabricated superimposed sheet shaping of condensing and casting the body of casting, because the problem of the body self structure of casting of seam, prefabricated superimposed sheet is at concrete placement's in-process, can produce certain buoyancy on along with the pouring of concrete, make superimposed sheet rebound, thereby make and produce certain gap between superimposed sheet and the bottom sprag template, lead to superimposed sheet seam position concrete to leak thick liquid, cause superimposed sheet seam position concrete unqualifiedly, can't reach the effect of exempting from to plaster with the superimposed sheet is the same.
Therefore, it is necessary to provide a pouring body and a pouring suspension mold for assembly type building laminated slab joints to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled building superimposed sheet seam pouring body, pour and hang the mould to the not enough of prior art, avoid or reduce the phenomenon that the concrete leaks to appear in prefabricated superimposed sheet seam position when watering and smashing.
In order to realize the purpose, the assembly type building laminated slab joint casting body comprises two horizontally placed prefabricated laminated slabs which are arranged at intervals, a plurality of concrete supporting blocks are arranged above the end parts of the prefabricated laminated slabs at intervals,
the concrete pouring structure further comprises a cast-in-place body, wherein the cast-in-place body comprises a horizontal part and a joint part 62, the joint part 62 is positioned below the horizontal part, the joint part 62 is positioned between the two prefabricated composite slabs, the horizontal part is positioned above the prefabricated composite slabs, and the concrete supporting block is embedded in the horizontal part;
the connecting device is characterized by also comprising a supporting beam, a connecting screw rod, a first nut and a detachable connecting piece, wherein the first nut is connected to the upper end part of the connecting screw rod through threads; the support beam is erected above the concrete support block and is located inside the horizontal portion, the connecting screw is located inside the joint portion 62, and the detachable connecting piece is located inside the joint portion 62 and the lower end face of the detachable connecting piece is flush with the lower end face of the joint portion 62.
Furthermore, joint reinforcing steel bar sections are arranged at the end parts of the prefabricated composite slabs, the joint reinforcing steel bar sections of two adjacent prefabricated composite slabs are welded, and the joint reinforcing steel bar sections are positioned inside the joint parts 62; the upper surface of prefabricated superimposed sheet is provided with the surface reinforcing bar section of leaking outward, and the surface reinforcing bar section is located the inside of horizontal part.
The utility model discloses a fabricated building superimposed sheet seam pouring hanging mould, including the hoisting pouring mould, still include the counter-pull subassembly and be used for setting up the supporting beam above the gap between two prefabricated superimposed sheets, the hoisting pouring mould is connected with the supporting beam through the counter-pull subassembly; the split component comprises a connecting screw rod, a first nut, a detachable connecting piece, a detachable screw rod and a second nut, the first nut is connected to the upper end portion of the connecting screw rod through threads, the first nut is arranged above the supporting beam, one end of the detachable connecting piece is connected to the lower end portion of the connecting screw rod through threads, the upper end portion of the detachable screw rod is connected to the other end of the detachable connecting piece through threads, the second nut is connected to the lower end portion of the detachable screw rod through threads, and the lower surface of the detachable connecting piece is attached to the hoisting pouring mold; the second screw cap is arranged below the hoisting pouring die; and a closed rubber sheet/strip is arranged at the edge of the hoisting and pouring mold, which is in contact with the prefabricated composite slab.
Furthermore, the upper surface of the closed rubber sheet/strip is provided with a double-sided adhesive tape for bonding the prefabricated laminated slab.
Furthermore, the closed rubber sheet/strip is bonded with the hoisting pouring die through a double-sided adhesive tape.
Furthermore, the prefabricated composite slab further comprises two concrete supporting blocks arranged between the supporting cross beam and the prefabricated composite slab, and the two concrete supporting blocks are detachably connected with the two end parts of the supporting cross beam respectively.
Furthermore, iron wires are arranged on the upper surfaces of the concrete supporting blocks, and the concrete supporting blocks are connected with the supporting cross beams in a binding mode through the iron wires.
Furthermore, the opposite-pulling component also comprises a sleeve which is sleeved outside the connecting screw rod.
Further, the detachable connecting piece is a connecting nut.
The utility model has the advantages that: the utility model discloses an assembly type structure superimposed sheet seam pouring body, when pouring the shaping, detachable connections spare is located the gap between two prefabricated superimposed sheets, and the hoist and mount that is used for the design is pour the removable screw rod of mould accessible and is installed in detachable connections spare, makes the utility model discloses an assembly type structure superimposed sheet seam pouring body is when being poured the shaping, and the hoist and mount that is used for the design is pour the mould can with two prefabricated superimposed sheet fixed connection to avoid hoist and mount when pouring and smash to pour mould and prefabricated superimposed sheet and take place the dislocation, and then avoid or reduce when pouring and smash prefabricated superimposed sheet seam position the phenomenon that the concrete leaks to appear. The utility model discloses an assembled building superimposed sheet seam is pour and is hung mould, the removable screw rod of accessible will hoist and mount and pour mould and two prefabricated superimposed sheet fixed connection to avoid hoist and mount when watering and smash and pour mould and prefabricated superimposed sheet and take place the dislocation, and then avoid or reduce when watering and smash the phenomenon that concrete leaks out appears in prefabricated superimposed sheet seam position.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural diagram of the split component of the present invention.
The reference numerals include:
1-hoisting pouring die 2-supporting beam
3-opposite pulling component
31-connecting screw 32-first nut 33-sleeve 34-second nut
35-detachable connecting piece 36-detachable screw
4-concrete supporting block
5-prefabricated laminated slab 51-joint reinforcing steel bar section 52-surface reinforcing steel bar section
6-cast-in-place body 61-horizontal part 62-joint part.
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 assembly type structure superimposed sheet seam pouring body, including the prefabricated superimposed sheet 5 that two levels were placed, two 5 intervals of prefabricated superimposed sheet set up, and the top interval of the tip of prefabricated superimposed sheet 5 is provided with a plurality of concrete supporting shoe 4, still includes cast-in-place body 6, and cast-in-place body 6 includes horizontal part 61 and seam portion 62, and seam portion 62 is located the below of horizontal part 61, and seam portion 62 is located between two prefabricated superimposed sheets 5, and horizontal part 61 is located prefabricated superimposed sheet 5's top, and concrete supporting shoe 4 inlays in horizontal part 61.
The supporting beam is characterized by further comprising a supporting beam 2, a connecting screw rod 31, a first nut 32 and a detachable connecting piece 35, wherein the first nut 32 is connected to the upper end portion of the connecting screw rod 31 through threads, the first nut 32 is arranged above the supporting beam 2, one end of the detachable connecting piece 35 is connected to the lower end portion of the connecting screw rod 31 through threads, and the other end of the detachable connecting piece 35 is provided with internal threads; the supporting beam 2 is erected above the concrete supporting block 4 and is located inside the horizontal portion 61, the connecting screw 31 is located inside the joint portion 62, the detachable connecting member 35 is located inside the joint portion 62, and the lower end face of the detachable connecting member 35 is flush with the lower end face of the joint portion 62.
The utility model discloses an assembly type structure superimposed sheet seam pouring body, when pouring the shaping, detachable connector 35 is located the gap between two prefabricated superimposed sheets 5, and the removable screw rod 36 of hoist and mount pouring mould 1 accessible for the design is installed in detachable connector 35, makes the utility model discloses an assembly type structure superimposed sheet seam pouring body is when being poured the shaping, and hoist and mount pouring mould 1 for the design can with two prefabricated superimposed sheets 5 fixed connection to avoid hoist and mount pouring mould 1 and prefabricated superimposed sheet 5 when pouring when smashing taking place the diastrophism, and then avoid or reduce the phenomenon that the concrete leaks to appear in prefabricated superimposed sheet 5 seam position when pouring and smashing.
Further, joint reinforcing steel bar sections 51 are arranged at the end parts of the prefabricated composite slabs 5, the joint reinforcing steel bar sections 51 of two adjacent prefabricated composite slabs 5 are welded, and the joint reinforcing steel bar sections 51 are positioned inside the joint parts 62; the upper surface of the prefabricated laminate 5 is provided with the surface reinforcing bar sections 52 that leak outside, and the surface reinforcing bar sections 52 are located inside the horizontal portion 61. The utility model discloses an assembled building superimposed sheet seam pouring body, prefabricated superimposed sheet 5 connect the fastening.
The utility model discloses a fabricated building superimposed sheet seam pouring hanging mould, including hoist and mount pouring mould 1, still include to drawing subassembly 3 and be used for erectting the supporting beam 2 above the gap between two prefabricated superimposed sheets 5, hoist and mount pouring mould 1 is connected with supporting beam 2 through to drawing subassembly 3; the split component 3 comprises a connecting screw rod 31, a first screw cap 32, a detachable connecting piece 35, a detachable screw rod 36 and a second screw cap 34, wherein the first screw cap 32 is connected to the upper end of the connecting screw rod 31 through threads, the first screw cap 32 is arranged above the supporting cross beam 2, one end of the detachable connecting piece 35 is connected to the lower end of the connecting screw rod 31 through threads, the upper end of the detachable screw rod 36 is connected to the other end of the detachable connecting piece 35 through threads, the second screw cap 34 is connected to the lower end of the detachable screw rod 36 through threads, and the lower surface of the detachable connecting piece 35 is attached to the hoisting pouring mold 1; the second screw cap 34 is arranged below the hoisting pouring die 1; and a closed rubber sheet/strip is arranged at the edge of the hoisting and pouring die 1, which is in contact with the prefabricated composite slab 5.
The utility model discloses an assembled building superimposed sheet seam is pour and is hung mould, the removable screw rod of accessible 36 will hoist and mount and pour mould 1 and 5 fixed connection of two prefabricated superimposed sheets to avoid hoisting and pour mould 1 and 5 emergence dislocations of prefabricated superimposed sheet when watering and smashing, and then avoid or reduce the phenomenon that the concrete leaks to appear in the 5 seam positions of prefabricated superimposed sheet when watering and smashing.
The utility model discloses an assembled building superimposed sheet seam is pour and is hung mould, the upper surface that seals sheet rubber/strip is provided with the double faced adhesive tape that is used for bonding prefabricated superimposed sheet 5, has further improved the leakproofness of hoist and mount pouring mould 1 with 5 contacts of prefabricated superimposed sheet, further avoids or reduces the phenomenon that the concrete leaks to appear in 5 seam positions of prefabricated superimposed sheet when watering and smashing.
The utility model discloses an assembly type structure superimposed sheet seam is pour and is hung mould, seal the sheet rubber/strip and pour mould 1 through the double faced adhesive tape bonding with hoist and mount. The leakproofness that mould 1 and 5 contacts of prefabricated superimposed sheet are pour in hoist and mount has further been improved, further avoid or reduce the phenomenon that the concrete leaks thick liquid to appear in 5 seam positions of prefabricated superimposed sheet when watering and smashing.
The utility model discloses an assembly type structure superimposed sheet seam is pour and is hung mould still includes two concrete supporting shoes 4 that are used for setting up between supporting beam 2 and prefabricated superimposed sheet 5, and two concrete supporting shoes 4 can be dismantled with supporting beam 2's both ends respectively and be connected, can realize avoiding being pour supporting beam 2 in the concrete.
The utility model discloses an assembled building superimposed sheet seam is pour and is hung mould, the upper surface of concrete supporting shoe 4 is provided with the iron wire, and concrete supporting shoe 4 binds with supporting beam 2 through the iron wire and is connected. The concrete supporting block 4 and the supporting beam 2 can be connected into a whole, and the transportation is easy.
The utility model discloses an assembly type structure superimposed sheet seam is pour and is hung mould, to drawing subassembly 3 and still including sleeve pipe 33, sleeve pipe 33 cover is established connecting screw 31's outside. The sleeve 33 can prevent the connecting screw 31 from being bonded with concrete, and is convenient for removing the connecting screw 31.
The utility model discloses an assembled building superimposed sheet seam is pour and is hung the mould, and is concrete, detachable connections 35 is coupling nut.
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 (9)
1. Assembled building superimposed sheet seam pouring body, its characterized in that: comprises two horizontally arranged prefabricated composite slabs which are arranged at intervals, a plurality of concrete supporting blocks are arranged above the end parts of the prefabricated composite slabs at intervals,
the cast-in-place concrete structure further comprises a cast-in-place body, wherein the cast-in-place body comprises a horizontal part and a joint part, the joint part is positioned below the horizontal part, the joint part is positioned between the two prefabricated composite slabs, the horizontal part is positioned above the prefabricated composite slabs, and the concrete supporting block is embedded in the horizontal part;
the connecting device is characterized by also comprising a supporting beam, a connecting screw rod, a first nut and a detachable connecting piece, wherein the first nut is connected to the upper end part of the connecting screw rod through threads; the supporting beam is erected above the concrete supporting block and located inside the horizontal portion, the connecting screw is located inside the joint portion, and the detachable connecting piece is located inside the joint portion and the lower end face of the detachable connecting piece is flush with the lower end face of the joint portion.
2. The fabricated building composite slab joint casting of claim 1, wherein: the end parts of the prefabricated composite slabs are provided with joint reinforcing steel bar sections, the joint reinforcing steel bar sections of two adjacent prefabricated composite slabs are welded, and the joint reinforcing steel bar sections are positioned inside the joint parts; the upper surface of prefabricated superimposed sheet is provided with the surface reinforcing bar section of leaking outward, and the surface reinforcing bar section is located the inside of horizontal part.
3. Assembled building superimposed sheet seam is pour and is hung mould, pour the mould, its characterized in that including the hoist and mount: the hoisting and pouring mold is connected with the supporting beam through the split components;
the split component comprises a connecting screw rod, a first nut, a detachable connecting piece, a detachable screw rod and a second nut, the first nut is connected to the upper end portion of the connecting screw rod through threads, the first nut is arranged above the supporting beam, one end of the detachable connecting piece is connected to the lower end portion of the connecting screw rod through threads, the upper end portion of the detachable screw rod is connected to the other end of the detachable connecting piece through threads, the second nut is connected to the lower end portion of the detachable screw rod through threads, and the lower surface of the detachable connecting piece is attached to the hoisting pouring mold;
the second screw cap is arranged below the hoisting pouring die; and a closed rubber sheet/strip is arranged at the edge of the hoisting and pouring mold, which is in contact with the prefabricated composite slab.
4. The fabricated building composite slab joint pouring hanging die as claimed in claim 3, wherein: and the upper surface of the closed rubber sheet/strip is provided with a double-sided adhesive tape for bonding the prefabricated laminated slab.
5. The fabricated building composite slab joint pouring hanging die as claimed in claim 3, wherein: the closed rubber sheet/strip is bonded with the hoisting pouring die through a double-faced adhesive tape.
6. The fabricated building composite slab joint pouring hanging die as claimed in claim 3, wherein: the prefabricated composite slab is characterized by further comprising two concrete supporting blocks arranged between the supporting cross beam and the prefabricated composite slab, and the two concrete supporting blocks are detachably connected with the two end portions of the supporting cross beam respectively.
7. The fabricated building composite slab joint pouring hanging die as claimed in claim 6, wherein: and iron wires are arranged on the upper surfaces of the concrete supporting blocks, and the concrete supporting blocks are bound and connected with the supporting cross beams through the iron wires.
8. The fabricated building composite slab joint pouring hanging die as claimed in claim 3, wherein: the split component further comprises a sleeve, and the sleeve is sleeved outside the connecting screw rod.
9. The fabricated building composite slab joint pouring hanging die as claimed in claim 3, wherein: the detachable connecting piece is a connecting nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020553639.3U CN212507370U (en) | 2020-04-15 | 2020-04-15 | Pouring body and pouring hanging die for joint of assembled building laminated slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020553639.3U CN212507370U (en) | 2020-04-15 | 2020-04-15 | Pouring body and pouring hanging die for joint of assembled building laminated slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212507370U true CN212507370U (en) | 2021-02-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020553639.3U Active CN212507370U (en) | 2020-04-15 | 2020-04-15 | Pouring body and pouring hanging die for joint of assembled building laminated slab |
Country Status (1)
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| CN (1) | CN212507370U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502255A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof |
| CN112962847A (en) * | 2021-02-05 | 2021-06-15 | 中建七局第二建筑有限公司 | Construction method of assembled laminated slab |
-
2020
- 2020-04-15 CN CN202020553639.3U patent/CN212507370U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502255A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof |
| CN112962847A (en) * | 2021-02-05 | 2021-06-15 | 中建七局第二建筑有限公司 | Construction method of assembled laminated slab |
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| Date | Code | Title | Description |
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| 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. Patentee after: GUANGXI VOCATIONAL AND TECHNICAL College OF COMMUNICATIONS 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 Patentee before: GUANGXI VOCATIONAL AND TECHNICAL College OF COMMUNICATIONS |
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| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20240314 Granted publication date: 20210209 |