CN215803239U - Wall-attached shelving device - Google Patents

Wall-attached shelving device Download PDF

Info

Publication number
CN215803239U
CN215803239U CN202121241004.0U CN202121241004U CN215803239U CN 215803239 U CN215803239 U CN 215803239U CN 202121241004 U CN202121241004 U CN 202121241004U CN 215803239 U CN215803239 U CN 215803239U
Authority
CN
China
Prior art keywords
template body
plate
angle steel
screw hole
hole
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
Application number
CN202121241004.0U
Other languages
Chinese (zh)
Inventor
马未
王庆春
王小安
王保成
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Construction Group Co Ltd
Original Assignee
Shanghai Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Construction Group Co Ltd filed Critical Shanghai Construction Group Co Ltd
Priority to CN202121241004.0U priority Critical patent/CN215803239U/en
Application granted granted Critical
Publication of CN215803239U publication Critical patent/CN215803239U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model provides a wall-attached shelving device, comprising: the supporting component is provided with a first screw hole and a second screw hole at intervals along the height direction; the height direction of the template body is vertical to the horizontal plane, the template body is arranged on one side of the supporting component, and a second screw hole is formed between the template body and the first screw hole; the presser foot component is arranged on one side of the template body and one side of the support component and is respectively connected with the template body and the support component; the embedded bolt is connected with the first screw hole or the second screw hole, and the supporting component is matched with the embedded bolt to adjust the height of the template body away from the ground. The template body of the wall attaching and placing device can be adjusted between the standard height and the nonstandard height from the ground, and is suitable for construction of building standard layers and construction of nonstandard layers. The method is simple to operate, and can ensure the pouring quality of the concrete.

Description

Wall-attached shelving device
Technical Field
The utility model relates to the technical field of building construction, in particular to a wall-attached shelving device.
Background
In the design process of the super high-rise building, the floor heights of a transaction layer, a refuge layer and an equipment conversion layer are different from the floor height of a standard layer due to special functional requirements. The existing template equipment cannot be used, and certain difficulty is brought to the construction process of the super high-rise building. Since the formwork equipment is one of the important equipments in the construction of the super high-rise building, its size is generally designed according to the story height of a standard story. When non-standard layer construction such as a transaction layer, a refuge layer, an equipment conversion layer and the like is met, the templates with standard sizes are generally required to be spliced or replaced on a construction site.
However, the above-mentioned treatment methods have problems that the original form needs to be removed and then constructed no matter the form is spliced or replaced, and not only are the splicing and replacing procedures complicated and the operation complicated, but also high labor and time costs are required. Secondly, the splicing of the template and the replacement of the template can not be tightly spliced with the original template, and gaps can appear at the splicing position. As a result, slurry leakage occurs during concrete casting, and a honeycomb is formed on the concrete surface, which may cause problems such as voids and exposed ribs in a serious case.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a wall-attached placing device, which can solve the problem that the height of a building template in the prior art is not adjustable.
In order to solve the technical problems, the utility model adopts the following technical scheme: a wall attachment shelving arrangement comprising: the supporting component is provided with a first screw hole and a second screw hole at intervals along the height direction; the height direction of the template body is vertical to the horizontal plane, the template body is arranged on one side of the supporting assembly, and the second screw hole is formed between the template body and the first screw hole; the pressure foot component is arranged on one side of the template body and one side of the support component and is respectively connected with the template body and the support component; the embedded bolt is connected with the first screw hole or the second screw hole, and the supporting component is matched with the embedded bolt to adjust the height of the template body from the ground.
The supporting assembly comprises an angle steel plate, a first supporting plate and a second supporting plate, wherein the section of the angle steel plate is in an inverted L shape, the first screw hole and the second screw hole are arranged on the plate body along the height direction of the angle steel plate at intervals, and the plate body positioned in the width direction of the angle steel plate is connected with the template body; the rib plate is arranged on one side, away from the template body, of the angle steel plate and is connected with the angle steel plate and the presser foot assembly respectively.
Further, the presser foot assembly includes: the foot pressing plate is arranged on one side of the template body and one side of the supporting assembly, the first end of the foot pressing plate is connected with the rib plate, and the second end of the foot pressing plate is connected with the template body.
Further, the wall-attached shelving device further comprises: the first connecting piece is respectively connected with the foot pressing plate and the rib plate.
Furthermore, a through hole penetrating along the width direction of the first end of the foot pressing plate is formed in the first end of the foot pressing plate; the rib plate is provided with a connecting hole, and the connecting hole corresponds to the through hole in position; the first connecting piece is connected with the connecting hole and the through hole respectively.
Further, the first connecting piece is a hook bolt, and the first connecting piece comprises: the one end of the portion of bending with the one end of straight portion is connected, the other end of the portion of bending is followed the connecting hole passes, the other end of straight portion is followed the through-hole is worn out.
The presser foot component further comprises a movable angle steel, the section shapes of the movable angle steel and the angle steel plate are the same, one end of the movable angle steel is abutted against one side of the angle steel plate, and the other end of the movable angle steel is connected with the template body; and the rib supporting plate is arranged between the template body and the movable angle steel, and one end of the rib supporting plate is connected with the foot pressing plate.
The wall-attached shelving device further comprises a purlin enclosing assembly, wherein the purlin enclosing assembly is arranged above the presser foot assembly and is positioned on one side of the template body, and the purlin enclosing assembly is respectively connected with the template body and the presser foot assembly.
The enclosing purlin assembly comprises two enclosing purlin grooves, wherein the two enclosing purlin grooves are arranged at intervals along the height direction of the template body, one enclosing purlin groove is arranged close to the presser foot assembly, and the enclosing purlin groove arranged close to the presser foot assembly is connected with the presser foot assembly; the connecting plate is arranged on one side, away from the template body, of the two surrounding purlin grooves and is respectively connected with the two surrounding purlin grooves.
The wall-attached shelving device further comprises a second connecting piece, wherein the second connecting piece is in a rod shape, the extending direction of the second connecting piece is perpendicular to the extending direction of the template body, and the second connecting piece penetrates out of the surrounding purlin assembly and is connected with the template body so as to fix the template body.
The technical scheme of the utility model has the following beneficial effects:
according to the wall-attached shelving device provided by the embodiment of the utility model, the height of the template body from the ground can be adjusted between the standard height and the non-standard height, so that the wall-attached shelving device can be suitable for standard layer construction and non-standard layer construction. The construction method for adjusting the height of the formwork body by the wall-attached shelving device is simple and rapid, labor and material cost can be saved, construction efficiency of the formwork body is improved, secondary splicing or replacement of the formwork body can be avoided, the possibility of occurrence of gaps and slurry leakage of the formwork body is effectively reduced, and concrete pouring quality is guaranteed, so that safety of the whole structure of a building is guaranteed.
Drawings
FIG. 1 is a schematic structural view of the wall-attached shelving device of the utility model with connection between embedded bolts and second screw holes;
FIG. 2 is a schematic structural view of the connection between the embedded bolt and the first screw hole of the wall-attached shelving device of the utility model;
FIG. 3 is a partial schematic view of the wall attachment shelving apparatus of the utility model;
FIG. 4 is a schematic view of another partial structure of the wall attachment shelving device of the utility model;
FIG. 5 is a schematic view of a portion of the structure of the support assembly of the wall attachment shelving unit of the utility model;
FIG. 6 is a schematic view of an assembly structure of a hook bolt, a square gasket and a nut of the wall-attached shelving device of the utility model;
reference numerals:
a wall-attached shelving unit 100;
a template body 10;
angle steel plates 21; a first screw hole 211; a second screw hole 212; a rib plate 22; a connection hole 221;
a presser foot plate 31; a through hole 311; a movable angle 32; a bracing plate 33;
embedding a bolt 40;
a surrounding purlin groove 51; a connecting plate 52;
a hook bolt 61; a square spacer 62; a nut 63;
and a second connector 70.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the drawings of the embodiments of the present invention. It is to be understood that the embodiments described are only a few embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the utility model, are within the scope of the utility model.
Unless defined otherwise, technical or scientific terms used herein shall have the ordinary meaning as understood by one of ordinary skill in the art to which this invention belongs. The use of "first," "second," and similar terms in the present application do not denote any order, quantity, or importance, but rather the terms are used to distinguish one element from another. Also, the use of the terms "a" or "an" and the like do not denote a limitation of quantity, but rather denote the presence of at least one. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships are changed accordingly.
The wall attachment resting device 100 according to an embodiment of the present invention will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1 to 6, a wall attachment resting device 100 according to an embodiment of the present invention includes: support assembly, template body 10, presser foot subassembly and embedded bolt 40.
Specifically, the support member is provided with a first screw hole 211 and a second screw hole 212 at an interval in a height direction thereof. The height direction of the template body 10 is vertical to the horizontal plane, the template body 10 is arranged on one side of the supporting component, and a second screw hole 212 is arranged between the template body 10 and the first screw hole 211. The presser foot assembly is arranged at one side of the template body 10 and the supporting assembly, and the presser foot assembly is respectively connected with the template body 10 and the supporting assembly. The embedded bolt 40 is connected with the first screw hole 211 or the second screw hole 212, and the supporting component is matched with the embedded bolt 40 to adjust the height of the template body 10 from the ground.
In other words, as shown in fig. 1 and 2, the wall attaching shelving device 100 according to the embodiment of the utility model mainly comprises a support assembly, a formwork body 10, a presser foot assembly and embedded bolts 40. Wherein, the top of supporting component is located to template body 10, and supporting component can play the supporting role and to the high regulation effect on template body 10 apart from ground. The presser foot assembly is located at one side of the support assembly and the template body 10 and is connected with the support assembly and the template body 10 respectively. The presser foot assembly is capable of connecting the support assembly to the template body 10 for securement.
As shown in fig. 4, the support assembly is provided with a first screw hole 211 and a second screw hole 212, and the first screw hole 211 and the second screw hole 212 are spaced apart from each other along the height direction of the support assembly at a side of the support assembly away from the presser foot assembly. The second screw holes 212 are located between the template body 10 and the first screw holes 211, i.e., the first screw holes 211 are closer to the ground. The embedded bolt 40 can be connected with the first screw hole 211 or the second screw hole 212 in a threaded manner, and the embedded bolt 40 needs to be embedded under a wall by using concrete in the building construction process.
As shown in fig. 2, when the embedded bolt 40 is coupled to the first screw hole 211, a portion of the first screw hole 211 of the supporting member up to the bottom end of the supporting member is concreted. At this time, the height of the die plate body 10 from the ground is h1 from the top end of the die plate body 10 to the upper end of the first screw hole 211. The connection of the embedded bolt 40 with the first screw hole 211 is higher than the connection of the embedded bolt 40 with the second screw hole 212, and the height of the formwork body 10 from the ground is increased.
As shown in fig. 1, when the embedded bolt 40 is coupled to the second screw hole 212, concrete is poured from the second screw hole 212 of the support member to the bottom end of the support member, and both the first screw hole 211 and the second screw hole 212 are buried under the wall. At this time, the height of the form body 10 from the ground is h2 from the top end of the form body 10 to the upper end of the second screw hole 212. Wherein h2 is less than h1, and when the buried bolt 40 is connected with second screw 212 and compare in buried bolt 40 and first screw 211 and be connected, the height of template body 10 apart from ground is reduced.
Through adjusting the hookup location of buried bolt 40 and supporting component in advance, just can reach the effect of interim adjustment template body 10 height. Compared with the construction method for adjusting the height of the formwork body 10 by splicing the formwork body 10 or replacing the size of the formwork body 10 in the prior art, the construction method for adjusting the height of the formwork body 10 by the wall-attached shelving device 100 is simpler and faster. It can not only use manpower sparingly material resources cost, improves template body 10 efficiency of construction, but also can avoid carrying out the secondary concatenation or changing template body 10 to template body 10, has reduced template body 10 effectively and has appeared the possibility of clearance, hourglass thick liquid, has guaranteed the concrete placement quality to the overall structure's of building safety has been ensured.
It should be noted that, when the embedded bolt 40 is connected to the second screw hole 212, the standard layer construction may be performed. When the embedded bolt 40 is connected with the first screw hole 211, nonstandard layer construction (super high layer construction) may be performed. When the embedded bolt 40 is connected to the second screw hole 212, the construction may be a nonstandard layer construction (low layer construction). When the embedded bolt 40 is connected with the first screw hole 211, the construction is performed on a standard layer. Wherein, for satisfying different building floor height, can set up a plurality of screws on supporting component to the regulation to the template height.
Therefore, according to the wall-attached shelving device 100 provided by the embodiment of the utility model, the first screw hole 211 and the second screw hole 212 are arranged on the support component, and the embedded bolt 40 is in threaded connection with the first screw hole 211 or the second screw hole 212, so that the height of the template body 10 from the ground can be adjusted. The height of the formwork body 10 from the ground can be adjusted between a standard height and a non-standard height, so that the wall-attached shelving device 100 can be suitable for standard layer construction and non-standard layer construction. The construction method for adjusting the height of the template body 10 by the wall-attached shelving device 100 is simple and rapid, labor and material cost can be saved, construction efficiency of the template body 10 is improved, secondary splicing or replacement of the template body 10 on the template body 10 can be avoided, the possibility of clearance and slurry leakage of the template body 10 is effectively reduced, concrete pouring quality is guaranteed, and safety of the whole structure of a building is guaranteed.
According to one embodiment of the present application, the support assembly includes an angle steel plate 21 and a rib plate 22. The angle steel plate 21 has an inverted L-shaped cross section, first screw holes 211 and second screw holes 212 are provided at intervals on the plate body in the height direction of the angle steel plate 21, and the plate body in the width direction of the angle steel plate 21 is connected to the formwork body 10. Rib plate 22 is located the angle steel plate 21 and deviates from one side of template body 10, and rib plate 22 is connected with angle steel plate 21 and presser foot subassembly respectively.
That is, as shown in fig. 1, the supporting member mainly includes an angle steel plate 21 and a rib plate 22, and the angle steel plate 21 and the rib plate 22 are integrally connected and fixed. The cross-sectional shape of angle steel plate 21 is for falling L shape, and the top of angle steel plate 21 sets up the below at template body 10, and the plate body that is located angle steel plate 21 width direction links to each other with template body 10. The plate body of the height direction of the angle steel plate 21 deviates from the pressure foot assembly, and a first screw hole 211 and a second screw hole 212 are arranged on the plate body along the height direction of the angle steel plate 21 at intervals. Ribs 22 are disposed adjacent to and connected to the presser foot assembly. Through set up first screw 211 and second screw 212 on angle steel plate 21, embedded bolt 40 links to each other with first screw 211 or second screw 212 spiro union, can adjust the height that template body 10 is apart from ground to can play the supporting role to the template. By connecting the rib plate 22 and the presser foot assembly, the support assembly can be connected to the die plate body 10 for fixation.
In some embodiments of the present invention, the presser foot assembly includes a presser foot plate 31, the presser foot plate 31 is disposed on one side of the formwork body 10 and the support assembly, a first end of the presser foot plate 31 is connected to the rib plate 22, and a second end of the presser foot plate 31 is connected to the formwork body 10.
Specifically, as shown in fig. 3, the footpad 31 is provided on one side of the die plate body 10 and the support assembly, and the height direction of the footpad 31 is the same as the height direction of the die plate body 10. The top end of the foot pressing plate 31 is connected with the template body 10, and the bottom end of the foot pressing plate 31 is connected with the ribbed plate 22. Thereby, the support member and the formwork body 10 can be connected and fixed integrally.
Optionally, the wall attachment rest device 100 further comprises first connectors connected to the footpad 31 and the cross brace 22, respectively. The foot pressing plate 31 and the rib plate 22 can be connected through the arrangement of the first connecting piece, and the first connecting piece can be connected with the foot pressing plate 31 and the rib plate 22 in a threaded connection or a clamping connection mode.
In some embodiments of the present invention, the first end of the footpad 31 is provided with a through-hole 311 penetrating in a width direction thereof. The rib plate 22 is provided with a connection hole 221, and the connection hole 221 corresponds to the through hole 311. The first connection members are connected to the connection holes 221 and the through holes 311, respectively.
Specifically, as shown in fig. 4, the foot pressing plate 31 may be made of H-shaped steel, and the bottom end of the foot pressing plate 31 is provided with a through hole 311 penetrating in the width direction thereof. The rib plate 22 is provided with a connecting hole 221, the connecting hole 221 corresponds to the through hole 311, and the connecting hole 221 is communicated with the through hole 311. The first connecting member may extend into the connecting hole 221 and the through hole 311 to connect the footpad 31 and the rib plate 22.
Optionally, the first connecting member is a hook bolt 61, the first connecting member includes a bending portion and a straight portion, and one end of the bending portion is connected to one end of the straight portion. The other end of the bending portion passes through the connection hole 221, and the other end of the straight portion passes through the through hole 311.
That is, as shown in fig. 6, the first connecting member is a hook bolt 61, and the first connecting member has a bent portion and a straight portion. The bending portion is connected to the flat portion, the bending portion is connected to the connection hole 221, and the flat portion is connected to the through hole 311. The square washer 62 and the nut 63 are matched with the hook bolt 61, the connecting hole 221 in the rib plate 22 can be a oval hole, namely, the hook of the hook bolt 61 is connected with the oval hole in the rib plate 22, and the square washer 62 is provided with a round hole which is sleeved in the thread of the hook bolt 61 and is screwed by the nut 63, so that the template body 10, the support assembly and the presser foot assembly are tightly connected.
According to an embodiment of the application, the presser foot assembly further comprises a movable angle iron 32 and a bracing plate 33, and the section shapes of the movable angle iron 32 and the angle steel plate 21 are the same. One end of the movable angle steel 32 is stopped against one side of the angle steel plate 21, and the other end of the movable angle steel 32 is connected with the formwork body 10. The rib supporting plate 33 is arranged between the template body 10 and the movable angle steel 32, and one end of the rib supporting plate 33 is connected with the foot pressing plate 31.
That is, as shown in fig. 3, a rib supporting plate 33 and a movable angle iron 32 are sequentially disposed below the formwork body 10, and the rib supporting plate 33 and the movable angle iron 32 may be connected to the formwork body 10 by screwing. The section of the movable angle steel 32 is in an inverted L shape, the plate body of the movable angle steel 32 in the width direction is connected with the gusset plate 33, and the plate body of the movable angle steel 32 in the height direction is connected with the angle steel plate 21.
In some embodiments of the present invention, the wall-attached shelving device 100 further includes a purlin surrounding assembly, the purlin surrounding assembly is disposed above the presser foot assembly and is located at one side of the formwork body 10, and the purlin surrounding assembly is respectively connected to the formwork body 10 and the presser foot assembly.
That is, as shown in fig. 1, the purlin assembly is disposed at one side of the template body 10 and above the presser foot assembly. The enclosing purlin assembly is respectively connected with the template body 10 and the foot pressing plate 31. The utility model provides an attach wall and shelve device 100's purlin subassembly that encloses can play the effect of supporting action and transmission load to guarantee that the structure of template body 10 is safe firm, guarantee the quality of concreting.
The purlin is a steel beam arranged at the upper part of the support pile and mainly plays a role in keeping the assembled plane shape of the formwork and connecting the formwork and the lifting frame into a whole. In a supporting system, the rigidity of the enclosing purlin has a great influence on the rigidity of the whole supporting structure. The steel purlin is used for connecting the support and the fender pile, and the gap between the steel purlin and the fender pile needs to be filled with fine aggregate concrete, so that the steel purlin plays a role in fixing the steel support and transferring load
Further, enclose the purlin subassembly and include two and enclose purlin groove 51 and connecting plate 52, two enclose the purlin groove 51 and set up along the direction of height interval of template body 10, enclose the purlin groove 51 and be close to the presser foot subassembly setting for one, enclose the purlin groove 51 and be connected with the presser foot subassembly near the setting of presser foot subassembly. The connecting plate 52 is arranged on one side of the two surrounding purlin grooves 51 departing from the formwork body 10, and is respectively connected with the two surrounding purlin grooves 51.
That is, as shown in fig. 1, the purlin assembly mainly comprises two purlin grooves 51 and a connecting plate 52, and the connecting plate 52 connects and fixes the two purlin grooves 51 into a whole. The two surrounding purlin grooves 51 are arranged at intervals along the height direction of the formwork body 10. One purlin surrounding groove 51 is positioned between the other purlin surrounding groove 51 and the presser foot assembly, and the purlin surrounding groove 51 arranged close to the presser foot assembly is connected with the presser foot assembly. The presser foot assembly further comprises a connecting end plate which is arranged at the top end of the presser foot plate 31. The surrounding purlin groove 51, the connecting end plate and the foot pressing plate 31 can be in threaded connection.
In some embodiments of the present invention, the wall attachment resting device 100 further comprises a second connector 70, wherein the second connector 70 is rod-shaped, and the extending direction of the second connector 70 is perpendicular to the extending direction of the formwork body 10. The second connector 70 is extended out from the purlin assembly and connected with the formwork body 10 to fix the formwork body 10. Specifically, the second connector 70 may be a split screw, and the second connector 70 can penetrate through the purlin assembly to fix the formwork body 10.
The method of using the wall attachment shelving apparatus 100 of the present application is as follows:
specifically, there are two waist round holes that the interval is 50mm from top to bottom on the supporting component, under the normal construction condition, buried bolt 40 and upper portion waist round jogged joint in advance, when needs adjusting formwork height, can be with buried bolt 40 and lower part waist round jogged joint in advance, whole template body 10 and supporting component all can rise 50mm this moment to reach the purpose of interim adjustment template elevation.
When the wall-attached shelving device 100 is applied to the construction process of a building template and the template elevation needs to be temporarily adjusted from the construction of a standard layer to the construction of a non-standard layer, the concrete implementation method is as follows:
firstly, during the concrete pouring construction of the standard layer, the connection position between the support assembly and the embedded bolt 40 of the standard layer is, as shown in fig. 1, the embedded bolt 40 of the standard layer is connected with the upper oval hole of the support assembly.
Then, after the standard layer concrete pouring and maintenance are finished, the embedded bolts 40 of the standard layer are detached from the upper waist circular holes of the supporting assemblies, and the preparation work for lifting the template body 10 is completed.
Secondly, the template body 10 is lifted to the position of the elevation of the non-standard layer, and the central horizontal elevation of the embedded bolt 40 of the non-standard layer is ensured to be consistent with the central horizontal elevation of the lower waist circular hole of the supporting component.
Finally, the non-standard layer embedded bolt 40 is connected with the lower oval hole of the supporting component, as shown in fig. 2, and the construction requirement of temporarily increasing the template height can be met.
When the wall-attached shelving device 100 is applied to the construction process of a building template and the template elevation needs to be temporarily adjusted from the construction of a non-standard layer to the construction of a standard layer, the concrete implementation method is as follows:
firstly, during the non-standard layer concrete pouring construction, the connecting position of the supporting component and the embedded bolt 40 of the non-standard layer is, as shown in fig. 2, the embedded bolt 40 of the non-standard layer is connected with the lower oval hole of the supporting component.
Then, after the non-standard layer concrete is poured and cured, the embedded bolts 40 of the non-standard layer are detached from the lower waist circular holes of the supporting component, and other preparation works for lifting the formwork body 10 are completed.
Secondly, the template body 10 is adjusted to the standard layer elevation position, and the central horizontal elevation of the embedded bolt 40 of the standard layer is ensured to be consistent with the central horizontal elevation of the upper waist circular hole of the supporting component.
Finally, the embedded bolts 40 of the standard layer are connected with the upper waist circular holes of the supporting components, as shown in fig. 1, so that the construction requirement of temporarily lowering the elevation of the template can be met.
In summary, according to the wall-attached shelving device 100 of the embodiment of the utility model, the support assembly is provided with the first screw hole 211 and the second screw hole 212, and the embedded bolt 40 is in threaded connection with the first screw hole 211 or the second screw hole 212, so that the height of the formwork body 10 from the ground can be adjusted. The construction method for adjusting the height of the template body 10 by the wall-attached shelving device 100 is simple and rapid, operation is simple and rapid, labor and material cost can be saved, construction efficiency of the template body 10 is improved, secondary splicing or replacement of the template body 10 can be avoided for the template body 10, the possibility of gap and slurry leakage of the template body 10 is effectively reduced, concrete pouring quality is guaranteed, and safety of the overall structure of a building is guaranteed.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "illustrative embodiments," "preferred embodiments," "detailed description," or "preferred embodiments" or the like, mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the utility model as defined in the appended claims.

Claims (10)

1. A wall attachment shelving apparatus, comprising:
the supporting component is provided with a first screw hole and a second screw hole at intervals along the height direction;
the height direction of the template body is vertical to the horizontal plane, the template body is arranged on one side of the supporting assembly, and the second screw hole is formed between the template body and the first screw hole;
the pressure foot component is arranged on one side of the template body and one side of the support component and is respectively connected with the template body and the support component;
the embedded bolt is connected with the first screw hole or the second screw hole, and the supporting component is matched with the embedded bolt to adjust the height of the template body from the ground.
2. The wall attachment rest of claim 1, wherein the support assembly comprises:
the cross section of the angle steel plate is in an inverted L shape, the first screw holes and the second screw holes are arranged on a plate body along the height direction of the angle steel plate at intervals, and the plate body positioned in the width direction of the angle steel plate is connected with the template body;
the rib plate is arranged on one side, away from the template body, of the angle steel plate and is connected with the angle steel plate and the presser foot assembly respectively.
3. The wall attachment rest of claim 2, wherein the presser foot assembly comprises:
the foot pressing plate is arranged on one side of the template body and one side of the supporting assembly, the first end of the foot pressing plate is connected with the rib plate, and the second end of the foot pressing plate is connected with the template body.
4. The wall attachment shelving apparatus of claim 3, further comprising:
the first connecting piece is respectively connected with the foot pressing plate and the rib plate.
5. The wall-attached rest device as claimed in claim 4, wherein the first end of the footpad is provided with a through hole penetrating along the width direction thereof; the rib plate is provided with a connecting hole, and the connecting hole corresponds to the through hole in position; the first connecting piece is connected with the connecting hole and the through hole respectively.
6. The wall attachment shelving apparatus of claim 5, wherein the first connector is a hook bolt, the first connector comprising: the one end of the portion of bending with the one end of straight portion is connected, the other end of the portion of bending is followed the connecting hole passes, the other end of straight portion is followed the through-hole is worn out.
7. The wall attachment rest of claim 1, wherein the presser foot assembly further comprises:
the movable angle steel and the angle steel plate have the same cross section shape, one end of the movable angle steel is abutted against one side of the angle steel plate, and the other end of the movable angle steel is connected with the template body;
and the rib supporting plate is arranged between the template body and the movable angle steel, and one end of the rib supporting plate is connected with the foot pressing plate.
8. The wall attachment rest of claim 1 or 3, further comprising:
and the enclosing purlin component is arranged above the presser foot component and is positioned on one side of the template body, and the enclosing purlin component is respectively connected with the template body and the presser foot component.
9. A wall attachment rest as claimed in claim 8, wherein the purlin assembly comprises:
the two surrounding purlin grooves are arranged at intervals along the height direction of the template body, one surrounding purlin groove is arranged close to the presser foot assembly, and the surrounding purlin groove arranged close to the presser foot assembly is connected with the presser foot assembly;
the connecting plate is arranged on one side, away from the template body, of the two surrounding purlin grooves and is respectively connected with the two surrounding purlin grooves.
10. The wall attachment shelving apparatus of claim 8, further comprising:
the second connecting piece is rod-shaped, the extending direction of the second connecting piece is perpendicular to the extending direction of the template body, and the second connecting piece penetrates out of the enclosing purlin assembly and is connected with the template body to fix the template body.
CN202121241004.0U 2021-06-04 2021-06-04 Wall-attached shelving device Active CN215803239U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121241004.0U CN215803239U (en) 2021-06-04 2021-06-04 Wall-attached shelving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121241004.0U CN215803239U (en) 2021-06-04 2021-06-04 Wall-attached shelving device

Publications (1)

Publication Number Publication Date
CN215803239U true CN215803239U (en) 2022-02-11

Family

ID=80175204

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121241004.0U Active CN215803239U (en) 2021-06-04 2021-06-04 Wall-attached shelving device

Country Status (1)

Country Link
CN (1) CN215803239U (en)

Similar Documents

Publication Publication Date Title
CN206722404U (en) A kind of narrow end wall single side formwork horizontal reinforcing device
CN113338617B (en) One-time pouring template system for roof ultrahigh parapet and construction method thereof
CN111648470A (en) Connecting device and connecting method for prefabricated concrete frame beam anchoring plate
CN215803239U (en) Wall-attached shelving device
CN113802880A (en) Combined supporting structure for mounting large-span steel beam
CN112049415A (en) Construction method of cornice formwork
CN202519621U (en) Steel hoop used for suspending support system
CN113404277A (en) Elasticity-adjustable cantilever beam assembly and construction method thereof
CN212742218U (en) Wet seam template reinforcing apparatus in construction is assembled to bridge segment
CN109610802B (en) External hanging frame operation platform
CN211396612U (en) Concrete beam formwork support device
CN208472978U (en) A kind of roofing of reinforced concrete roof hangs Foundation fixing device
CN208361753U (en) A kind of tower crane supporting leg anchoring pre-buried structure and tower crane
CN219138356U (en) Lower hanging type template supporting device for secondary pouring of post-pouring belt
CN205894662U (en) Modular triangle steel truss template
CN110714620A (en) Adjustable braced system of assembled floor
CN107700835B (en) A kind of reinforcing roof beam structure for construction
CN209854649U (en) Bottom adjusting and reinforcing device for vertical steel formwork
CN217517472U (en) Water conservancy construction template supporting frame structure
CN219604859U (en) Cast-in-place slab band of superimposed sheet hangs mould device
CN216665025U (en) Shear wall template positioning device
CN220644630U (en) Pre-buried taper thread sleeve anchor structure of girder steel encorbelments
CN218990896U (en) Assembled steel form with construction operation platform
CN215249200U (en) Hoist device for assembly type building construction
CN217028063U (en) Device for supporting truss plate in steel structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant