CN214497993U - Assembled formwork wall board - Google Patents
Assembled formwork wall board Download PDFInfo
- Publication number
- CN214497993U CN214497993U CN202120503411.8U CN202120503411U CN214497993U CN 214497993 U CN214497993 U CN 214497993U CN 202120503411 U CN202120503411 U CN 202120503411U CN 214497993 U CN214497993 U CN 214497993U
- Authority
- CN
- China
- Prior art keywords
- wall body
- formwork
- formwork wall
- wall
- groove
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a pin-connected panel mould shell wallboard, including first template wall body and second template wall body, the second template wall body passes through wall body splicing apparatus fixed mounting in the side of first template wall body, the inboard of first template wall body evenly is equipped with the inside U-shaped heat preservation groove of a plurality of openings, the both sides of U-shaped heat preservation groove are equipped with the reinforcing bar groove, the bilateral symmetry of first template wall body is equipped with L shape wall body splice groove, the inboard both sides symmetry of first template wall body is pre-buried to have a plurality of adjusting device, the inboard both sides symmetry of second template wall body is equipped with the inside U-shaped wall body splice groove of opening. The utility model discloses with first template wall body and second template wall body of wallboard split one-tenth, be convenient for transport and lift by crane, adjusting device can adjust the distance between the first template wall body according to the demand to and can directly assemble between the adjacent first template wall body, need not prefabricated wallboard in addition, satisfied the size demand of building in-process to the wallboard.
Description
Technical Field
The utility model relates to a building board field, concretely relates to pin-connected panel mould shell wallboard.
Background
Along with the development of the fast pace of society, the building engineering industry is also accelerated therewith, at present in the building field, the prefabricated wallboard has almost replaced traditional brick wall, and the application of prefabricated wallboard has simplified the construction procedure, has saved the time cost, but because prefabricated wallboard self is great and heavier, is more difficult in the aspect of transportation and lifting by crane, has increased prefabricated wallboard probability of damage and constructor's potential safety hazard simultaneously.
SUMMERY OF THE UTILITY MODEL
To the deficiency of the prior art, an object of the utility model is to provide a pin-connected panel mould shell wallboard, with first template wall body and second template wall body of wallboard split one-tenth, be convenient for transport and lift by crane, also be convenient for assemble simultaneously, adjusting device in the first template wall body can adjust the distance between the first template wall body that two symmetries were placed according to the demand to and can directly assemble between the first template wall body, do not need prefabricated wallboard in addition, satisfied the building in-process to the size demand of wallboard.
In order to achieve the above object, the utility model provides a following technical scheme:
a spliced formwork wall panel comprises a first formwork wall body and a second formwork wall body, wherein two first formwork wall bodies and two second formwork wall bodies are symmetrically arranged at intervals, the second formwork wall body is fixedly arranged on the side face of the first formwork wall body through a wall splicing device, a first reinforcing steel bar grid layer is pre-embedded in the first formwork wall body to increase the strength of the first formwork wall body, a plurality of U-shaped heat preservation grooves with inward openings are uniformly arranged on the inner side of the first formwork wall body, reinforcing steel bar grooves are arranged on two sides of each U-shaped heat preservation groove, L-shaped wall body splicing grooves are symmetrically arranged on two sides of the first formwork wall body, the U-shaped heat preservation grooves and the L-shaped wall body splicing grooves penetrate through the first formwork wall body in the height direction, a plurality of adjusting devices are symmetrically pre-embedded on two sides of the inner side of the first formwork wall body to adjust the distance between the two symmetrically-arranged first formwork wall bodies, the adjusting devices are longitudinally arranged on the same plane, operation is convenient, a second steel bar grid layer is pre-buried in the second formwork wall body, strength of the second formwork wall body is improved, U-shaped wall body splicing grooves with inward openings are symmetrically formed in two sides of the inner side of the second formwork wall body, splicing between the first formwork wall body and the second formwork wall body is facilitated, the wall body splicing devices are pre-buried in the L-shaped wall body splicing grooves and the U-shaped wall body splicing grooves, and integrity of the first formwork wall body and the second formwork wall body is facilitated to be increased.
Further, the degree of depth of U-shaped heat preservation groove is less than first reinforcing bar net layer with distance between the first template wall body is inboard, two intervals and symmetry are placed the heated board has been placed in the U-shaped heat preservation groove of first template wall body or exempt from to tear open the square hole mould, the heated board or exempt from to tear open the square hole mould after pouring the concrete with first template wall body forms a whole, the heated board is rock wool board, polystyrene foam board, EPS board or XPS board, it is plastic mold or steel mould to exempt from to tear open the square hole mould.
Furthermore, the reinforcing steel bar groove penetrates through the upper surface of the first formwork wall body in the height direction, the reinforcing steel bar groove is a semicircular groove with an inward opening, a certain distance is reserved between the reinforcing steel bar groove and the U-shaped heat preservation groove to ensure the strength of the reinforcing steel bar groove and the U-shaped heat preservation groove and avoid damage, longitudinal reinforcing steel bars are pre-buried in the reinforcing steel bar groove, a plurality of transverse reinforcing steel bars are uniformly placed on the longitudinal reinforcing steel bars of the first formwork wall body which are symmetrically placed at intervals, reinforcing steel bar lantern rings used for sheathing the longitudinal reinforcing steel bars are arranged at two ends of each transverse reinforcing steel bar, a spacing block is arranged between every two adjacent transverse reinforcing steel bars, the spacing block is cylindrical or square column-shaped, a reinforcing steel bar through hole is formed in each spacing block, each spacing block is sheathed on the longitudinal reinforcing steel bar, and the longitudinal reinforcing steel bars and the transverse reinforcing steel bars are connected to form a reinforcing steel bar mesh, the shock resistance of the wallboard is increased.
Further, the adjusting device comprises a slide bar and a slide bar placing groove, the longitudinal sections of the slide bar and the slide bar placing groove are both U-shaped, the slide bar and the slide bar placing groove are oppositely placed and the slide bar is placed in the slide bar placing groove, the bottom surface of the slide bar placing groove is symmetrically provided with sliding grooves, the end parts of the two side surfaces of the slide bar are fixedly provided with sliding blocks, the slide bar is convenient to pull, the slide bar and the slide bar placing groove are connected through the sliding fit of the slide block and the sliding groove, the two side surfaces of the slide bar and the slide bar placing groove are symmetrically provided with first bolt fixing holes, the first bolt fixing hole is used for fixing the position of the slide bar, a first nut is fixedly welded on the outer side of the first bolt fixing hole on one side surface of the slide bar placing groove, the outer side of the sliding rod is provided with a connecting plate, and the connecting plate is provided with at least one second bolt fixing hole.
Furthermore, the spacing distance between the two symmetrically placed first formwork walls is determined by adjusting the length of the sliding rod, the position of the sliding rod is fixed through a first bolt and a first nut, the two symmetrically placed first formwork walls are fixedly connected through the connecting plate in the first formwork wall, the connecting plates in the two first formwork walls are fixedly connected through a second bolt and a second nut, and the second nut can be welded on the side face of the connecting plate in any one first formwork wall.
Further, the wall splicing device comprises a first connecting cylinder and a second connecting cylinder, the first connecting cylinder and the second connecting cylinder are pre-embedded in the L-shaped wall splicing grooves on the two sides of the first formwork wall and the U-shaped wall splicing groove of the second formwork wall respectively, the first connecting cylinder and the second connecting cylinder both extend out of the side surface of the first formwork wall and the side surface of the second formwork wall, the diameter of the first connecting cylinder is larger than that of the second connecting cylinder, when the wall is spliced, the second connecting cylinder is placed in the first connecting cylinder, the first connecting cylinder and the second connecting cylinder are both provided with at least one third bolt fixing hole and at least one grouting hole, and the third bolt fixing hole and the grouting hole both penetrate through the first connecting cylinder and the second connecting cylinder, the center line of the third bolt fixing hole and the center line of the grouting hole are perpendicular but not on the same plane, a third nut is fixedly welded on the outer side of the third bolt fixing hole of the first connecting cylindrical barrel, and the first connecting cylindrical barrel and the second connecting cylindrical barrel are fixedly connected through a third bolt.
Furthermore, a mortar layer is further arranged at the splicing position of the first formwork wall body and the second formwork wall body, and the strength of wall connection is increased.
Furthermore, the first formwork wall bodies on the same horizontal plane are directly spliced through the wall body splicing device, and a mortar layer is further arranged between every two adjacent first formwork wall bodies.
Further, a hollow area formed after the first formwork wall body and the second formwork wall body are spliced is a post-cast concrete area.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in split into first template wall body and second template wall body with the wallboard, be convenient for transport and lift by crane, also be convenient for simultaneously assemble, reduced constructor's potential safety hazard;
2. in the utility model, the space between two first template walls which are symmetrically arranged is adjusted by the adjusting device, and the adjacent first template walls on the same horizontal plane are assembled by the wall splicing device, thereby greatly meeting the requirement for the size of the wallboard in the building, needing no additional prefabricated wallboard, saving the construction time and cost and improving the building efficiency;
3. in the utility model, longitudinal steel bars are pre-embedded in the steel bar grooves of the first template wall body, transverse steel bars are arranged between the longitudinal steel bars of the two symmetrically placed first template wall bodies, a spacing block is arranged between the adjacent transverse steel bars, and the longitudinal steel bars, the transverse steel bars and the spacing block form a layer of stressed steel bar net, thereby increasing the integrity and the shock resistance of the wallboard;
4. in the utility model, the heat-insulating plate or the disassembly-free square hole die is arranged in the U-shaped heat-insulating groove between the two first template walls which are symmetrically arranged, and the heat-insulating plate or the disassembly-free square hole die forms a whole with the first template walls after concrete is poured, thereby increasing the heat-insulating property and the sound-insulating property of the wall board;
5. in the utility model, the first template wall and the second template wall are spliced into a rectangular wallboard with a hollow area inside, which provides enough construction space for constructors and is convenient for the constructors to construct; secondly, the L-shaped wall splicing grooves of the hollow area and the first template wall, the steel bar grooves and the U-shaped wall splicing grooves of the second template wall are communicated, other areas for placing the heat-insulation boards or detaching-free square hole molds are filled with post-cast concrete, mechanical interlocking action is formed between the post-cast concrete and the first template wall and between the post-cast concrete and the second template wall after solidification, the connectivity and integrity between the post-cast concrete and the first template wall and between the second template wall are ensured, and the compression resistance and the shock resistance of the wallboard are increased.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of a first form wall according to the present invention;
FIG. 3 is a schematic structural view of a second form wall according to the present invention;
fig. 4 is a schematic structural diagram of the adjusting device of the present invention;
fig. 5 is an enlarged schematic view of the position I in the overall structural schematic view of the present invention;
fig. 6 is a schematic structural view of a transverse steel bar of the present invention;
fig. 7 is a schematic structural view of the middle spacer block of the present invention;
in the figure: 1-a first formwork wall; 2-a second formwork wall; 3-wall splicing device; 4-a first steel bar mesh layer; 5-U-shaped heat preservation groove; 6-reinforcing steel bar groove; 7-L-shaped wall body splicing grooves; 8-a regulating device; 9-a second steel bar mesh layer; 10-U-shaped wall barren grooves; 11-heat preservation plate or disassembly-free square hole die; 12-longitudinal steel bars; 13-transverse steel bars; 14-a rebar collar; 15-spacer blocks; 301-a first connecting cylinder; 302-a second connecting cylinder; 303-third bolt securing holes; 304-grouting holes; 305-a third nut; 306-a third bolt; 801-a slide bar; 802-slide bar placement slots; 803-a chute; 804-a slide block; 805-a first bolt securing hole; 806-a first nut; 807-connecting plates; 808-a second bolt fastening hole; 809-a second nut; 810-a first bolt; 811-a second bolt; 151-through holes of steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "lateral", "longitudinal", "horizontal plane", "height", "side", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Referring to fig. 1-7, an embodiment of the present invention provides an assembled formwork wall panel, including a first formwork wall 1 and a second formwork wall 2, wherein the first formwork wall 1 and the second formwork wall 2 are symmetrically disposed at intervals, the second formwork wall 2 is fixedly mounted on a side surface of the first formwork wall 1 through a wall splicing device 3, a first reinforcing mesh layer 4 is pre-embedded in the first formwork wall 1 to increase strength of the first formwork wall 1, a plurality of U-shaped heat preservation grooves 5 with inward openings are uniformly arranged on an inner side of the first formwork wall 1, reinforcing grooves 6 are arranged on two sides of the U-shaped heat preservation grooves 5, L-shaped wall splicing grooves 7 are symmetrically arranged on two sides of the first formwork wall 1, and the U-shaped heat preservation grooves 5 and the L-shaped wall splicing grooves 7 all penetrate through the first formwork wall 1 in a height direction, the two sides of the inner side of the first formwork wall body 1 are symmetrically pre-embedded with a plurality of adjusting devices 8 for adjusting the distance between the two symmetrically placed first formwork wall bodies 1, the adjusting devices 8 are longitudinally arranged on the same plane, so that the operation is convenient, a second steel bar grid layer 9 is pre-embedded in the second formwork wall body 2 to increase the strength of the second formwork wall body 2, the two sides of the inner side of the second formwork wall body 2 are symmetrically provided with U-shaped wall body splicing grooves 10 with inward openings, so that the splicing between the second formwork wall body 2 and the first formwork wall body 1 is convenient, and the wall body splicing devices 3 are pre-embedded in the L-shaped wall body splicing grooves 7 and the U-shaped wall body splicing grooves 10 so as to increase the integrity of the first formwork wall body 1 and the second formwork wall body 2.
The degree of depth of U-shaped heat preservation groove 5 is less than first reinforcing bar net check layer 4 with distance between 1 inboards of first template wall body, two intervals and symmetry are placed place heated board 11 or exempt from to tear open quad slit mould 11 have been placed in the U-shaped heat preservation groove 5 of first template wall body 1, heated board 11 or exempt from to tear open quad slit mould 11 after pouring the concrete with first template wall body 1 forms a whole, heated board 11 is rock wool board, polystyrene cystosepiment, EPS board or XPS board, it is plastic mold or steel mould to exempt from to tear open quad slit mould 11.
The reinforcing bar groove 6 penetrates through the upper surface of the first formwork wall body 1 in the height direction, the reinforcing bar groove 6 is a semicircular groove with an inward opening, a certain distance is reserved between the reinforcing bar groove 6 and the U-shaped heat preservation groove 5 to ensure the strength of the reinforcing bar groove 6 and the U-shaped heat preservation groove 5 and avoid being damaged, a longitudinal reinforcing bar 12 is pre-embedded in the reinforcing bar groove 6, a plurality of transverse reinforcing bars 13 are uniformly placed on the longitudinal reinforcing bar 12 of the first formwork wall body 1 which is symmetrically placed at intervals, two ends of each transverse reinforcing bar 13 are provided with reinforcing bar lantern rings 14 for sheathing the longitudinal reinforcing bar 12, a spacing block 15 is arranged between every two adjacent transverse reinforcing bars 13, each spacing block 15 is cylindrical or square column-shaped, each spacing block 15 is provided with a reinforcing bar through hole 151, each spacing block 15 is sheathed on the longitudinal reinforcing bar 12, and the longitudinal reinforcing bar 12 and the transverse reinforcing bar 13 are connected to form a reinforcing mesh, the shock resistance of the wallboard is increased.
The adjusting device 8 comprises a sliding rod 801 and a sliding rod placing groove 802, the longitudinal sections of the sliding rod 801 and the sliding rod placing groove 802 are both U-shaped, the sliding rod 801 and the sliding rod placing groove 802 are oppositely arranged, the sliding rod 801 is placed in the sliding rod placing groove 802, sliding grooves 803 are symmetrically arranged on the bottom surface of the sliding rod placing groove 802, sliding blocks 804 are fixedly arranged at the end portions of two side surfaces of the sliding rod 801 to facilitate drawing and pulling of the sliding rod 801, the sliding rod 802 and the sliding rod placing groove 802 are connected through sliding matching of the sliding blocks 804 and the sliding grooves 803, first bolt fixing holes 805 are symmetrically arranged on the two side surfaces of the sliding rod 801 and the sliding rod placing groove 802 to fix the position of the sliding rod 801, first nuts 806 are fixedly welded at the outer sides of the first bolt fixing holes 805 on one side surface of the sliding rod placing groove 802, and a connecting plate 807 is arranged at the outer side of the sliding rod 801, at least one second bolt fixing hole 808 is formed in the connecting plate 807.
The spacing distance between the two symmetrically placed first formwork walls 1 is determined by adjusting the length of the slide bar 801, the position of the slide bar 801 is fixed by a first bolt 810 and a first nut 806, the two symmetrically placed first formwork walls 1 are fixedly connected by the connecting plate 807 in the first formwork wall 1, the connecting plate 807 in the two first formwork walls 1 is fixedly connected by a second bolt 811 and a second nut 809, and the second nut 809 can be welded on the side surface of the connecting plate 807 in any one first formwork wall 1.
The wall splicing device 3 comprises a first connecting cylinder 301 and a second connecting cylinder 302, the first connecting cylinder 301 and the second connecting cylinder 302 are both pre-embedded in the L-shaped wall splicing grooves 7 on both sides of the first formwork wall 1 and the U-shaped wall splicing grooves 10 of the second formwork wall 2, the first connecting cylinder 301 and the second connecting cylinder 302 both extend out of the side surface of the first formwork wall 1 and the side surface of the second formwork wall 2, the diameter of the first connecting cylinder 301 is larger than that of the second connecting cylinder 302, when the wall is spliced, the second connecting cylinder 302 is placed in the first connecting cylinder 301, and the first connecting cylinder 301 and the second connecting cylinder 302 are both provided with at least one third bolt fixing hole 303 and at least one grouting hole 304, the third bolt fixing hole 303 and the grouting hole 304 both penetrate through the first connecting cylinder 301 and the second connecting cylinder 302, the center line of the third bolt fixing hole 303 and the center line of the grouting hole 304 are perpendicular but not on the same plane, a third nut 305 is fixedly welded on the outer side of the third bolt fixing hole 303 of the first connecting cylinder 301, and the first connecting cylinder 301 and the second connecting cylinder 302 are fixedly connected through a third bolt 306.
The splicing position of the first formwork wall body 1 and the second formwork wall body 2 is also provided with a mortar layer, so that the strength of wall connection is increased.
The first formwork wall bodies 1 on the same horizontal plane are directly spliced through the wall splicing devices 3, and mortar layers are further arranged between every two adjacent first formwork wall bodies 1.
And a hollow area formed after the first template wall body and the second template wall body are spliced is a post-cast concrete area.
A construction method of an assembled formwork wallboard comprises the following steps:
s1: placing and supporting and fixing two first formwork wall bodies 1 according to construction requirements, respectively adjusting devices 8 of the two first formwork wall bodies 1 to proper positions and fixing the two first formwork wall bodies through first bolts 810, and fixedly connecting the adjusting devices 8 of the two first formwork wall bodies 1 together through second bolts 811;
s2: respectively placing the second formwork wall bodies 2 on two sides of the first formwork wall body 1, and splicing and fixing the second formwork wall bodies through the wall body splicing devices 3;
s3: placing an insulation board 11 or a disassembly-free square hole die 11 and placing a transverse steel bar 13 and a spacing block 15 on a longitudinal steel bar 12 of the steel bar groove 6;
s4: and pouring concrete to be cured.
Although the present invention has been described with reference to the accompanying drawings, it is not intended to limit the present invention, and those skilled in the art should understand that, based on the technical solution of the present invention, various modifications or variations that can be made by those skilled in the art without inventive labor are still within the scope of the present invention.
Claims (9)
1. A spliced formwork wallboard is characterized by comprising a first formwork wall body and a second formwork wall body, wherein two formwork wall bodies are symmetrically arranged at intervals, the second formwork wall body is fixedly arranged on the side surface of the first formwork wall body through a wall body splicing device, a first reinforcing steel bar grid layer is pre-embedded in the first formwork wall body, a plurality of U-shaped heat preservation grooves with inward openings are uniformly arranged on the inner side of the first formwork wall body, reinforcing steel bar grooves are arranged on two sides of each U-shaped heat preservation groove, L-shaped wall body splicing grooves are symmetrically arranged on two sides of the first formwork wall body, the U-shaped heat preservation grooves and the L-shaped wall body splicing grooves penetrate through the first formwork wall body in the height direction, a plurality of adjusting devices are symmetrically pre-embedded on two sides of the inner side of the first formwork wall body, and a plurality of adjusting devices are longitudinally arranged on the same plane, a second steel bar grid layer is pre-embedded in the second template wall, U-shaped wall splicing grooves with inward openings are symmetrically formed in two sides of the inner side of the second template wall, and the wall splicing devices are pre-embedded in the L-shaped wall splicing grooves and the U-shaped wall splicing grooves.
2. The assembled formwork wall panel of claim 1, wherein the depth of the U-shaped heat preservation groove is smaller than the distance between the first steel bar mesh layer and the inner side of the first formwork wall body, two spaced and symmetrically placed heat preservation plates or disassembly-free square hole molds are placed in the U-shaped heat preservation groove of the first formwork wall body, the heat preservation plates are rock wool boards, polystyrene foam boards, EPS boards or XPS boards, and the disassembly-free square hole molds are plastic molds or steel molds.
3. The assembled formwork wall panel of claim 1, wherein the reinforcement groove penetrates the upper surface of the first formwork wall in a height direction, the reinforcement groove is a semicircular groove with an inward opening, a certain distance is formed between the reinforcement groove and the U-shaped heat preservation groove, a longitudinal reinforcement is pre-embedded in the reinforcement groove, a plurality of transverse reinforcements are uniformly placed on the longitudinal reinforcements of the first formwork wall at intervals and symmetrically placed, reinforcement collars for sheathing the longitudinal reinforcements are arranged at two ends of each transverse reinforcement, a spacer block is arranged between every two adjacent transverse reinforcements, the spacer block is cylindrical or square-cylindrical, a reinforcement through hole is formed in the spacer block, and the spacer block is sheathed on the longitudinal reinforcement.
4. A modular formwork wall panel as claimed in claim 1, wherein said adjustment means comprises a slide bar and a slide bar receiving groove, the longitudinal sections of the slide bar and the slide bar placing groove are both U-shaped, the slide bar and the slide bar placing groove are oppositely placed, the slide bar is placed in the slide bar placing groove, the bottom surface of the slide bar placing groove is symmetrically provided with sliding grooves, the end parts of the two side surfaces of the slide bar are fixedly provided with sliding blocks, the slide bar and the slide bar placing groove are connected by the sliding fit of the slide block and the sliding groove, the two side surfaces of the slide bar and the slide bar placing groove are symmetrically provided with first bolt fixing holes, the outer side of the first bolt fixing hole on one side surface of the slide bar placing groove is fixedly welded with a first nut, the outer side of the sliding rod is provided with a connecting plate, and the connecting plate is provided with at least one second bolt fixing hole.
5. A modular formwork wall panel as claimed in claim 4, wherein the distance between the first and second symmetrically placed formwork walls is determined by adjusting the length of the slide bar, the position of the slide bar is fixed by a first bolt and a first nut, the first symmetrically placed formwork walls are fixedly connected by the connecting plate in the first formwork wall, the connecting plate in the first formwork wall is fixedly connected by a second bolt and a second nut, and the second nut can be welded to the side of the connecting plate in any one of the first formwork walls.
6. The assembled formwork wall panel of claim 1, wherein the wall splicing device comprises a first connecting cylinder and a second connecting cylinder, the first connecting cylinder and the second connecting cylinder are pre-embedded in the L-shaped wall splicing grooves on two sides of the first formwork wall and the U-shaped wall splicing groove of the second formwork wall respectively, the first connecting cylinder and the second connecting cylinder both extend out of the side surface of the first formwork wall and the side surface of the second formwork wall, the diameter of the first connecting cylinder is larger than that of the second connecting cylinder, the first connecting cylinder and the second connecting cylinder are both provided with at least one third bolt fixing hole and at least one grouting hole, and the third bolt fixing hole and the grouting hole both penetrate through the first connecting cylinder and the second connecting cylinder, the center line of the third bolt fixing hole and the center line of the grouting hole are perpendicular but not on the same plane, a third nut is fixedly welded on the outer side of the third bolt fixing hole of the first connecting cylindrical barrel, and the first connecting cylindrical barrel and the second connecting cylindrical barrel are fixedly connected through a third bolt.
7. The modular formwork panel of claim 1, wherein a mortar layer is further disposed at the joint of the first formwork wall and the second formwork wall.
8. The assembled formwork wall panel of claim 1, wherein the first formwork walls on the same horizontal plane are directly assembled by the wall assembling device, and a mortar layer is further arranged between two adjacent first formwork walls.
9. The modular formwork panel of claim 1, wherein the hollow area formed by the joining of the first formwork wall and the second formwork wall is a post-cast concrete area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120503411.8U CN214497993U (en) | 2021-03-10 | 2021-03-10 | Assembled formwork wall board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120503411.8U CN214497993U (en) | 2021-03-10 | 2021-03-10 | Assembled formwork wall board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214497993U true CN214497993U (en) | 2021-10-26 |
Family
ID=78197844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120503411.8U Active CN214497993U (en) | 2021-03-10 | 2021-03-10 | Assembled formwork wall board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214497993U (en) |
-
2021
- 2021-03-10 CN CN202120503411.8U patent/CN214497993U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110952679B (en) | Superimposed shear wall prefabricated member and production process thereof | |
| CN107975160B (en) | Shear wall structure with lateral connecting key groove, manufacturing and assembling method | |
| KR101182536B1 (en) | Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose | |
| CN109537811B (en) | Manufacturing method of prefabricated column and assembling method of column beam | |
| CN107401217B (en) | A kind of beamless hollow floor-chamber concrete-filled steel tube shear wall combined structure system and method | |
| CN107288256A (en) | Light composite heat insulation outer wall plate, particular manufacturing craft and preparation method thereof | |
| CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
| CN209227836U (en) | Prefabricated concrete structure wall-column all steel is keyed structure | |
| CN112277153A (en) | Cavity wall and production method thereof | |
| CN214497993U (en) | Assembled formwork wall board | |
| CN110863586A (en) | T-shaped horizontal connection node in assembly type building | |
| KR101399778B1 (en) | Manufacture method of concrete structure body for concrete house | |
| CN211646945U (en) | Superimposed shear wall prefabricated member | |
| CN214117089U (en) | Cavity wall | |
| CN112780013A (en) | Assembled formwork wall board | |
| CN111749366B (en) | Assembled composite wall based on steel pipes and construction method thereof | |
| CN212078435U (en) | Prefabricated formula compound incubation bearing outer wall structure | |
| CN212053307U (en) | Steel wire net frame cement light composite heat insulation wall | |
| CN212507039U (en) | Wallboard with prefabricated prestressed concrete ribbed cavity | |
| CN113738102A (en) | Template building block for civil engineering and manufacturing method and using method thereof | |
| CN209760505U (en) | Tenon welding combined horizontal connection shear wall structure | |
| CN108979145B (en) | Template assembly structure with aluminum die assembly | |
| CN100537980C (en) | A kind of hollow die for pouring concrete filling on site | |
| CN207525962U (en) | Side hangs reinforcing bar band shear key reinforced concrete slab structure | |
| CN107313541B (en) | Manufacturing and construction method of prefabricated hollow floor slab module |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |