CN220908450U - Prefabricated plate brick fetal membrane - Google Patents
Prefabricated plate brick fetal membrane Download PDFInfo
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- CN220908450U CN220908450U CN202322126593.3U CN202322126593U CN220908450U CN 220908450 U CN220908450 U CN 220908450U CN 202322126593 U CN202322126593 U CN 202322126593U CN 220908450 U CN220908450 U CN 220908450U
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- prefabricated plate
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- 239000011449 brick Substances 0.000 title claims abstract description 49
- 210000002219 extraembryonic membrane Anatomy 0.000 title claims description 29
- 238000000465 moulding Methods 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 claims abstract description 14
- 230000008093 supporting effect Effects 0.000 claims abstract description 10
- 239000004570 mortar (masonry) Substances 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 11
- 239000011440 grout Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 210000004379 membrane Anatomy 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to the technical field of brick moulding bed, in particular to a prefabricated plate brick moulding bed, which comprises the following components: a plurality of corner spliced poles and a plurality of prefabricated mainboard, every corner spliced pole bottom all is provided with the support, the support is used for supporting the corner spliced pole, every at least two slots have all been seted up along vertical direction to the corner spliced pole, every slot both ends all open-ended and all with prefabricated mainboard grafting cooperation, a plurality of the corner spliced pole with it forms open-top's enclosed construction to enclose between the prefabricated mainboard. The utility model has the advantages of good connection stability and quick installation.
Description
Technical Field
The utility model relates to the technical field of brick moulding bed, in particular to a prefabricated plate brick moulding bed.
Background
The traditional brick bed-jig adopts standard bricks to manufacture templates of foundation beams, bearing platforms, water pits and the like, and earth backfilling can be carried out around after a wall body to be built reaches a certain strength, but the traditional brick bed-jig has the problems of large construction engineering quantity, long construction period, difficult guarantee of construction quality, easy collapse, deformation, cracks and the like, and adopts a prefabricated plate to replace the traditional brick bed-jig, so that the standardization can be improved, and the installation construction speed is improved.
In the prior art, most of adjacent precast slabs of precast slab brick membranes are connected by adopting bonding mortar, and in this way, the performance of resisting lateral soil stress at the joint between two adjacent precast slabs at the corner of the precast slab brick membranes is poor, so that the overall stability of precast slab connection is affected, and the problems of fracture and deformation are easy to occur, and the problem needs to be solved.
Disclosure of utility model
Aiming at the defects of the prior art, the application provides the prefabricated plate brick molding bed which has good connection stability and is rapid to install.
The above object of the present application is achieved by the following technical solutions:
A plurality of corner spliced poles and a plurality of prefabricated mainboard, every corner spliced pole bottom all is provided with the support, the support is used for supporting the corner spliced pole, every at least two slots have all been seted up along vertical direction to the corner spliced pole, every slot both ends all open-ended and all with prefabricated mainboard grafting cooperation, a plurality of the corner spliced pole with it forms open-top's enclosed construction to enclose between the prefabricated mainboard.
Through adopting above-mentioned technical scheme, when carrying out the installation of brick fetal membrane, the staff can be directly place prefabricated mainboard in the slot of corner spliced pole, need not to carry out horizontal adjustment to prefabricated mainboard, the staff of being convenient for stands the mould operation, the installation is swift to because the support provides stable supporting role for the corner spliced pole, can form stable fixed system through grafting cooperation between two adjacent prefabricated mainboards of corner and the corner spliced pole three, compare in adopting mortar to connect, can improve the connection stability of prefabricated plate brick fetal membrane corner, improve the efficiency of prefabricated plate brick fetal membrane installation simultaneously.
The present application may be further configured in a preferred example to: the prefabricated mainboard comprises a plurality of prefabricated plates, a plurality of horizontal connecting holes are formed in the prefabricated plates along the horizontal direction, horizontal connecting steel bars are arranged between every two adjacent prefabricated plates along the horizontal direction, the horizontal connecting steel bars are located in the horizontal connecting holes, first grouting holes are formed in the top sides of the prefabricated plates, and the first grouting holes are communicated with all the horizontal connecting holes.
Through adopting above-mentioned technical scheme, the staff can be connected two adjacent prefabricated plate blocks through the horizontal connection reinforcing bar to align the horizontal connecting hole between the prefabricated plate, make its intercommunication, through inside first grout hole injection mortar to prefabricated plate this moment, can make the prefabricated plate after the concatenation connect together into stable whole through inside horizontal connection reinforcing bar and mortar, thereby improve the overall stability of prefabricated plate brick fetal membrane greatly, and the staff can splice according to the actual horizontal dimension of prefabricated plate brick fetal membrane, in order to adapt to the size of various prefabricated plate brick fetal membranes, the flexible operation is convenient.
The present application may be further configured in a preferred example to: every a plurality of vertical connecting holes have been seted up along vertical direction to prefabricated plate inside, along two adjacent of vertical direction all be provided with vertical connecting reinforcement between the prefabricated plate, vertical connecting reinforcement is located vertical connecting hole, the second grout hole has been seted up to prefabricated plate upside, second grout hole intercommunication all vertical connecting holes.
Through adopting above-mentioned technical scheme, the staff can be connected two prefabricated plate blocks adjacent in the vertical direction through vertical connecting reinforcement to vertical connecting hole between the prefabricated plate of alignment makes its intercommunication, and through the second grout hole injection mortar to inside the prefabricated plate this moment, can make the prefabricated plate after the concatenation connect for stable whole jointly through inside vertical connecting reinforcement and mortar, thereby improve the overall stability of prefabricated plate brick fetal membrane greatly, and the staff can splice according to the actual degree of depth size of prefabricated plate brick fetal membrane, the flexible operation is convenient.
The present application may be further configured in a preferred example to: the corner connecting column is characterized in that the top of the corner connecting column is provided with a plug hole along the vertical direction, the bottom of the corner connecting column is communicated with the position corresponding to the plug hole and is provided with a connecting piece, and the connecting piece is used for being in plug fit with the plug hole of the corner connecting column right below.
Through adopting above-mentioned technical scheme, under the grafting cooperation effect of connecting piece and connecting hole, two adjacent corner spliced poles can splice to adapt to the prefabricated mainboard of different degree of depth sizes.
The present application may be further configured in a preferred example to: the connecting piece is a connecting pipe, the connecting pipe is communicated with the plug hole, and the inside of the connecting pipe and the inside of the plug hole are filled with expansion mortar.
By adopting the technical scheme, the expansion mortar is filled in the connecting holes and the connecting pipes, so that the upper corner connecting columns and the lower corner connecting columns can be firmly integrated, and the overall stability of the prefabricated plate brick moulding bed is further improved.
The present application may be further configured in a preferred example to: the inner bottom wall of the slot is provided with a mortar layer.
Through adopting above-mentioned technical scheme, set up the mortar bed to fill the gap between slot and the prefabricated mainboard, further improve the overall stability of prefabricated plate brick fetal membrane.
The present application may be further configured in a preferred example to: the corner connecting column is made of stainless steel.
By adopting the technical scheme, the stainless steel has the advantages of corrosion resistance, high temperature resistance, high strength, long service life and the like, and is suitable for the construction working condition.
The present application may be further configured in a preferred example to: the support is made of cast-in-place concrete.
By adopting the technical scheme, the cast-in-place concrete support has high strength and strong durability, has good suitability with the soil surface, and is suitable for the working condition of foundation construction.
In summary, the present application includes at least one of the following beneficial technical effects:
1. When carrying out the installation of brick fetal membrane, the staff can directly place prefabricated mainboard in the slot of corner spliced pole, need not to carry out horizontal adjustment to prefabricated mainboard, the staff of being convenient for carries out the formwork erection operation, the installation is swift, and because the support provides stable supporting role for the corner spliced pole, can form stable fixed system through grafting cooperation between two adjacent prefabricated mainboard of corner and the corner spliced pole three, compare in adopting mortar to connect, can improve the connection stability of prefabricated plate brick fetal membrane corner, improve the efficiency of prefabricated plate brick fetal membrane installation simultaneously.
2. The staff can be connected two adjacent prefabricated plate blocks through the horizontal connection reinforcing bar to align the horizontal connecting hole between the prefabricated plate block, make its intercommunication, through inside first grout hole injection mortar to prefabricated plate block this moment, can make the prefabricated plate block after the concatenation connect for stable whole jointly through inside horizontal connection reinforcing bar and mortar, thereby improve the overall stability of prefabricated plate brick fetal membrane greatly, and the staff can splice according to the actual horizontal dimension of prefabricated plate brick fetal membrane, in order to adapt to the size of various prefabricated plate brick fetal membranes, the flexible operation is convenient.
3. Under the grafting cooperation effect of connecting piece and connecting hole, two adjacent corner spliced poles can splice to adapt to the prefabricated mainboard of different degree of depth sizes.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a prefabricated plate brick moulding bed in the application;
FIG. 2 is a schematic cross-sectional view of a prefabricated panel according to the present application;
FIG. 3 is another schematic cross-sectional view of a prefabricated panel according to the present application;
Fig. 4 is a schematic diagram showing the assembly relationship between two adjacent corner connecting posts according to the present application.
Reference numerals: 1. a corner connecting column; 2. prefabricating a main board; 3. prefabricating a plate; 4. a support; 5. a slot; 6. a horizontal connection hole; 7. horizontally connecting steel bars; 8. a first grouting hole; 9. a vertical connection hole; 10. vertically connecting the steel bars; 11. a second grouting hole; 12. a plug hole; 13. and a connecting piece.
Detailed Description
Exemplary embodiments of the present application will now be described with reference to the accompanying drawings, in which various details of the embodiments of the present application are included to facilitate understanding, and are to be considered merely exemplary. Accordingly, those of ordinary skill in the art will recognize that various changes and modifications of the embodiments described herein can be made without departing from the scope and spirit of the application. Also, descriptions of well-known functions and constructions are omitted in the following description for clarity and conciseness.
It should be noted that the terms "first," "second," and the like herein are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that the embodiments of the disclosure described herein may be capable of operation in sequences other than those illustrated or described herein. The implementations described in the following exemplary examples are not representative of all implementations consistent with the present disclosure.
In addition, the term "and/or" herein is merely an association relationship describing an association object, and means that three relationships may exist, for example, a and/or B may mean: a exists alone, A and B exist together, and B exists alone. In this context, unless otherwise specified, the term "/" generally indicates that the associated object is an "or" relationship.
A prefabricated panel brick molding bed of the present application is described below with reference to the accompanying drawings.
As shown in fig. 1, the prefabricated plate brick moulding bed comprises a plurality of corner connecting columns 1 and a plurality of prefabricated main boards 2, wherein a support 4 is fixedly connected to the bottom of each corner connecting column 1, the support 4 is used for supporting the corner connecting column 1, in the embodiment, the corner connecting column 1 is made of stainless steel, the stainless steel has the advantages of corrosion resistance, high temperature resistance, high strength, long service life and the like, and is suitable for the construction working condition, the support 4 is made of cast-in-place concrete, the cast-in-place concrete support 4 has high strength and high durability, has good suitability with the soil ground so as to provide stable supporting effect for the corner connecting column 1, and the corner connecting column 1 is fixedly connected with the corresponding support 4 in a mode of adopting a mechanical anchor bolt, so that a stable supporting system is formed by fixedly combining the two;
As shown in fig. 1 and 4, at least two slots 5 are formed in each corner connecting column 1 along the vertical direction, two ends of each slot 5 are opened and are in plug-in fit with the prefabricated main boards 2, a closed structure with an open top is formed between the plurality of corner connecting columns 1 and the plurality of prefabricated main boards 2 in an enclosing mode so as to facilitate pouring construction, when the brick moulding bed is installed, a worker can directly place the prefabricated main boards 2 in the slots 5 of the corner connecting columns 1, horizontal adjustment of the prefabricated main boards 2 is not needed, the worker is convenient to perform mould setting operation, the installation is quick, and because the support 4 provides stable supporting effect for the corner connecting columns 1, a stable fixing system can be formed between two adjacent prefabricated main boards 2 at a corner and the corner connecting columns 1 through plug-in fit.
In the actual construction process, the cast-in-place concrete supports 4 need to be backfilled and compacted after being cast, so that compacted backfill (not shown in the figure) is arranged between the adjacent supports 4 to simultaneously support the prefabricated main board 2.
Wherein, as shown in fig. 1 and 2, prefabricated mainboard 2 includes a plurality of prefabricated plate 3, a plurality of horizontal connecting holes 6 have been seted up along the horizontal direction to prefabricated plate 3 inside, all be provided with horizontal connecting bar 7 between two adjacent prefabricated plate 3 along the horizontal direction, horizontal connecting bar 7 is located horizontal connecting hole 6, first grout hole 8 has been seted up to prefabricated plate 3 top side, first grout hole 8 intercommunication all horizontal connecting holes 6, the staff can be connected two adjacent prefabricated plate 3 through horizontal connecting bar 7, with the horizontal connecting hole 6 between the prefabricated plate 3 of alignment, make its intercommunication, pour into mortar into to prefabricated plate 3 inside through first grout hole 8 this moment, can make the prefabricated plate 3 after the concatenation be connected into stable whole through inside horizontal connecting bar 7 and mortar jointly, thereby improve the overall stability of prefabricated plate brick fetal membrane greatly, and the staff can splice according to the actual horizontal dimension of prefabricated plate fetal membrane, in order to adapt to the size of various prefabricated plate brick fetal membranes, the flexible operation is convenient.
Further, in order to adapt to the foundation with larger depth such as the sump pit, the elevator shaft, as shown in fig. 1 and 3, a plurality of vertical connecting holes 9 are further formed in each prefabricated plate 3 along the vertical direction, vertical connecting steel bars 10 are arranged between every two adjacent prefabricated plates 3 along the vertical direction, the vertical connecting steel bars 10 are located the vertical connecting holes 9, second grouting holes 11 are formed in the top side of each prefabricated plate 3, the second grouting holes 11 are communicated with all the vertical connecting holes 9, staff injects mortar into the prefabricated plates 3 through the second grouting holes 11, the spliced prefabricated plates 3 can be connected together into a stable whole through the vertical connecting steel bars 10 and mortar in the inside, so that the overall stability of the prefabricated plate brick fetal membrane is greatly improved, and the staff can splice according to the actual depth dimension of the prefabricated plate brick fetal membrane, and the operation is flexible and convenient.
It should be noted that, the open ends of the horizontal connecting holes 6 of the prefabricated plate 3 at the two ends in the horizontal direction and the open ends of the vertical connecting holes 9 of the prefabricated plate 3 at the two ends in the vertical direction are both provided with slurry blocking blocks (not shown in the figure), and the horizontal connecting holes 6 and the vertical connecting holes 9 are both in plug-in fit with the slurry blocking blocks, so that the problem of slurry leakage of the spliced prefabricated main board 2 in the grouting process is prevented by arranging the slurry blocking blocks.
In addition, as shown in fig. 4, the top of the corner connecting column 1 is provided with a plugging hole 12 along the vertical direction, the bottom of the corner connecting column 1 is provided with a connecting piece 13 corresponding to the position communication of the plugging hole 12, the connecting piece 13 is used for plugging and matching with the plugging hole 12 of the corner connecting column 1 located right below, and under the plugging and matching effect of the connecting piece 13 and the connecting hole, two adjacent corner connecting columns 1 can be spliced to adapt to prefabricated main boards 2 with different depth sizes.
Specifically, connecting piece 13 is the connecting pipe, connecting pipe intercommunication spliced eye 12, and the connecting pipe is inside to be filled with expansion mortar with spliced eye 12 inside, through at connecting hole and connecting pipe inside filling expansion mortar, can make all corner spliced pole 1 form firm whole from top to bottom, further improves precast slab brick fetal membrane's overall stability, and it should be noted that, in actual construction process, the staff can cut off the connecting pipe of the minimum corner spliced pole 1 through flame cutting's mode to make it install on support 4 smoothly.
In addition, the inner bottom wall of the slot 5 is provided with a mortar layer (not shown in the figure), and the gap between the slot 5 and the prefabricated main board 2 can be filled up by arranging the mortar layer, so that the overall stability of the prefabricated board brick moulding bed is further improved.
The implementation principle of the prefabricated plate brick moulding bed of the embodiment of the application is as follows: firstly, the cast-in-place concrete support 4 is manufactured, backfilling is carried out to form a flat supporting ground, then a plurality of corner connecting columns 1 are spliced through connecting holes and connecting pipes according to the depth dimension of prefabricated plate brick fetal membranes, the spliced corner connecting columns 1 are vertically installed at the top of the support 4, then a plurality of prefabricated plates 3 are filled with mortar through first grouting holes 8 and second grouting holes 11 to be spliced to form prefabricated main boards 2, and finally the prefabricated main boards 2 are inserted into slots 5 corresponding to the corner connecting columns 1, the prefabricated plate brick fetal membranes are formed by encircling the prefabricated main boards 2 and the plurality of corner connecting columns 1, and compared with the mortar connection, the installation is completed, the connection stability of the prefabricated plate brick fetal membrane corner can be improved, and meanwhile the installation efficiency of the prefabricated plate brick fetal membranes is improved.
The above embodiments do not limit the scope of the present application. It will be apparent to those skilled in the art that various modifications, combinations, sub-combinations and alternatives are possible, depending on design requirements and other factors. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present application should be included in the scope of the present application.
Claims (8)
1. A prefabricated panel brick bed-jig, characterized by comprising:
A plurality of corner spliced poles (1) and a plurality of prefabricated mainboard (2), every corner spliced pole (1) bottom all is provided with support (4), support (4) are used for supporting corner spliced pole (1), every corner spliced pole (1) all has seted up two at least slot (5) along vertical direction, every slot (5) both ends all open-ended and all with prefabricated mainboard (2) grafting cooperation, a plurality of corner spliced pole (1) and a plurality of enclose between prefabricated mainboard (2) and establish and form open-top's enclosed construction.
2. A prefabricated plate brick fetal membrane as claimed in claim 1, characterized in that the prefabricated main board (2) comprises a plurality of prefabricated plates (3), a plurality of horizontal connecting holes (6) are formed in the prefabricated plates (3) along the horizontal direction, horizontal connecting steel bars (7) are arranged between two adjacent prefabricated plates (3) along the horizontal direction, the horizontal connecting steel bars (7) are positioned in the horizontal connecting holes (6), first grouting holes (8) are formed in the top side of the prefabricated plates (3), and the first grouting holes (8) are communicated with all the horizontal connecting holes (6).
3. A prefabricated plate brick fetal membrane as claimed in claim 2, characterized in that a plurality of vertical connecting holes (9) are formed in each prefabricated plate (3) along the vertical direction, vertical connecting steel bars (10) are arranged between two adjacent prefabricated plates (3) along the vertical direction, the vertical connecting steel bars (10) are located in the vertical connecting holes (9), second grouting holes (11) are formed in the top side of each prefabricated plate (3), and the second grouting holes (11) are communicated with all the vertical connecting holes (9).
4. The prefabricated plate brick tire film according to claim 1, wherein the top of the corner connecting column (1) is provided with a plug hole (12) along the vertical direction, the bottom of the corner connecting column (1) is provided with a connecting piece (13) corresponding to the position of the plug hole (12), and the connecting piece (13) is used for being in plug fit with the plug hole (12) of the corner connecting column (1) located right below.
5. A prefabricated slab tile mould as claimed in claim 4, wherein the connecting piece (13) is a connecting pipe, the connecting pipe is communicated with the plug hole (12), and the interior of the connecting pipe and the interior of the plug hole (12) are filled with expansion mortar.
6. A prefabricated tile moulding bed according to claim 1, wherein the inner bottom wall of the slot (5) is provided with a mortar layer.
7. A prefabricated tile moulding bed according to claim 1, wherein the corner connecting column (1) is made of stainless steel.
8. A prefabricated slab brick moulding bed as claimed in claim 1, wherein the material of the support (4) is cast-in-place concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322126593.3U CN220908450U (en) | 2023-08-09 | 2023-08-09 | Prefabricated plate brick fetal membrane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322126593.3U CN220908450U (en) | 2023-08-09 | 2023-08-09 | Prefabricated plate brick fetal membrane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220908450U true CN220908450U (en) | 2024-05-07 |
Family
ID=90918722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322126593.3U Active CN220908450U (en) | 2023-08-09 | 2023-08-09 | Prefabricated plate brick fetal membrane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220908450U (en) |
-
2023
- 2023-08-09 CN CN202322126593.3U patent/CN220908450U/en active Active
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