CN212836181U - Haunch big board - Google Patents
Haunch big board Download PDFInfo
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- CN212836181U CN212836181U CN202021331160.1U CN202021331160U CN212836181U CN 212836181 U CN212836181 U CN 212836181U CN 202021331160 U CN202021331160 U CN 202021331160U CN 212836181 U CN212836181 U CN 212836181U
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Abstract
The utility model provides a haunch big board, include: a substrate; and at least one haunched plate positioned on one side of the substrate, wherein the haunched plate comprises a first part and a second part which are connected; the second part is provided with a first end connected with the first part and a second end far away from the first part, and the second part gradually inclines towards one side far away from the substrate in the direction from the first end to the second end; the straight line distance of the first part from the second end is defined as the haunching height; the distance that the second part extends from the first end to the second end is defined as the haunching oblique length; wherein, when the height of the haunch is 150mm, the slant length of the haunch is 915 mm; add the armpit when highly being 200mm, add the armpit and incline long for 1220mm, to sum up, the big board of the armpit that adds of this application, it adds the armpit height and adds the armpit and incline long adoption fixed dimension to effectively having solved among the correlation technique because it is unset to add the size of the big board of armpit, generally have certain difference with monolithic template size, when in-service use, the on-the-spot template is cut apart manyly, extravagant template and the problem that increases the construction degree of difficulty and time.
Description
Technical Field
The utility model relates to a building field especially relates to a haunch big board.
Background
The haunched large slab is a floor slab structure which is started in recent years and is mainly applied to a basement top slab or a floor slab with larger load.
In the related technology, the thickness of the middle part of the haunching large plate is determined according to the column span, trial calculation is carried out according to the load, and the reinforcement ratio is controlled within a proper range, so that the haunching height and width are determined. The haunch height and width are typically integers of 10 with no fixed dimensions. Because the size of the haunching large plate is not fixed and is usually different from the size of a single template, the on-site template is divided more, the template is wasted, and the construction difficulty and time are increased; and node reinforcing steel bars of the haunched large plate adopt an anchoring mode, so that the using amount of the reinforcing steel bars is increased, and the economy is poor.
SUMMERY OF THE UTILITY MODEL
The embodiment of the application discloses a big board of haunching adopts the big board of fixed dimension's haunching in order to reduce the on-the-spot operation of cutting apart, reduces extravagantly.
The embodiment of the application discloses add big board of armpit includes:
a substrate;
at least one haunch plate located on one side of the substrate, the haunch plate comprising a first portion and a second portion connected; wherein;
the first portion is disposed parallel to the substrate; the second part is provided with a first end connected with the first part and a second end far away from the first part, and in the direction from the first end to the second end, the second part gradually inclines towards the side far away from the substrate;
the straight line distance of the first part from the second end is defined as the haunching height, and the haunching height is 150mm or 200 mm;
the distance that the second portion extends from the first end to the second end defines a haunched oblique length; wherein the content of the first and second substances,
when the height of the haunch is 150mm, the length of the haunch is 915 mm;
when the haunching height is 200mm, the haunching oblique length is 1220 mm.
Further, at least one of the haunched plates comprises two sub haunched plates symmetrically arranged along the central axis of the substrate; the two auxiliary haunching plates comprise the first part, the second part and a third part which are connected; wherein;
the third portion is disposed parallel to the substrate, the third portion has a third end connected to the second end and a fourth end far from the second end, the third end is connected to the second end, and the fourth end of one of the sub haunched plates is connected to the fourth end of the third portion of the other of the sub haunched plates.
Further, the haunched large plate further comprises a supporting column formed on one side, away from the substrate, of the haunched plate, and the supporting column is located on one side, away from the substrate, of the third portion.
Further, an included angle between a plane where the second portion is located and a plane where the third portion is located is defined as a slope, and the slope is smaller than a preset slope threshold value.
Further, the preset gradient threshold value is 1/6.
Furthermore, a first reinforcing rib is arranged in the haunch large plate, and the first reinforcing rib is arranged on one side, close to the substrate, of the haunch large plate and is parallel to the substrate.
Furthermore, a second reinforcing rib is further arranged in the haunch large plate and extends along the direction of the length of the haunch plate.
Furthermore, the second reinforcing rib is provided with a first section, a second section and a third section which are connected in sequence; wherein
The first section and the third section are parallel to the substrate, and the second section is parallel to the second part;
and two ends of the second section are respectively connected with the first section and the third section in a bending way.
Furthermore, a plurality of third reinforcing ribs extending along the direction of the width of the haunching large plate are arranged in the haunching large plate.
Further, the first reinforcing rib, the second reinforcing rib and the third reinforcing rib are all steel bars.
Compared with the prior art, the beneficial effects of the utility model reside in that:
the embodiment of the application provides a big board of haunching, includes: a substrate; and at least one haunched plate positioned on one side of the substrate, wherein the haunched plate comprises a first part and a second part which are connected; wherein; the first portion is disposed parallel to the substrate; the second part is provided with a first end connected with the first part and a second end far away from the first part, and the second part gradually inclines towards one side far away from the substrate in the direction from the first end to the second end; the straight line distance of the first part from the second end is defined as the haunching height, and the haunching height is 150mm or 200 mm; the distance that the second part extends from the first end to the second end is defined as the haunching oblique length; wherein, when the height of the haunch is 150mm, the slant length of the haunch is 915 mm; add the armpit when highly being 200mm, add the armpit and incline long for 1220mm, to sum up, the big board of the armpit that adds of this application, it adds the armpit height and adds the armpit and incline long adoption fixed dimension to effectively having solved among the correlation technique because it is unset to add the size of the big board of armpit, generally have certain difference with monolithic template size, when in-service use, the on-the-spot template is cut apart manyly, extravagant template and the problem that increases the construction degree of difficulty and time.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of an embodiment of the present invention, in which a haunch large plate is integrated;
fig. 2 is a schematic structural view of a first haunched board having a first size according to an embodiment of the present invention;
fig. 3 is a schematic structural view of a first haunched large plate having a second size according to an embodiment of the present invention;
fig. 4 is a schematic structural view of a second haunched board having a first size according to an embodiment of the present invention;
fig. 5 is a schematic structural view of a second haunched board having a second size according to an embodiment of the present invention.
Description of reference numerals:
1-a substrate;
2-haunch plate; 21-a first part; 22-a second part; 221-a first end; 222-a second end;
3-a first reinforcing rib;
4-a second reinforcing rib; 41-first section; 42-a second segment; 43-third section;
5-a third reinforcing rib;
6-support column.
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 present invention, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings. These terms are used primarily to better describe the invention and its embodiments, and are not intended to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.
Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in the present invention can be understood by those of ordinary skill in the art as appropriate.
Furthermore, the terms "mounted," "disposed," "provided," "connected," and "connected" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; can be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements or components. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Furthermore, the terms "first," "second," and the like, are used primarily to distinguish one device, element, or component from another (the specific nature and configuration may be the same or different), and are not used to indicate or imply the relative importance or number of the indicated devices, elements, or components. "plurality" means two or more unless otherwise specified.
The technical solution of the present application will be further described with reference to the following embodiments and accompanying drawings.
As shown in fig. 1 to 5, the present embodiment discloses a reinforced board, and the reinforced board of the present embodiment is made of cement or other building materials. Specifically, the haunch large plate includes: a substrate 1; at least one axillary plate 2 (such as two axillary plates 2 shown in fig. 2 and 3, or one axillary plate 2 shown in fig. 4 and 5) on one side of the base plate 1, the axillary plate 2 comprising a first portion 21 and a second portion 22 connected; wherein; the first portion 21 is arranged parallel to the substrate 1; the second portion 22 has a first end 221 connected to the first portion 21 and a second end 222 far away from the first portion 21, and the second portion 22 gradually inclines towards a side far away from the substrate 1 from the first end 221 to the second end 222; the linear distance of the first portion 21 from the second end 222 defines the haunch height, which is 150mm or 200 mm; the distance that the second portion 22 extends from the first end 221 to the second end 222 defines the haunched diagonal length; wherein, when the height of the haunch is 150mm, the slant length of the haunch is 915 mm; when the height of the haunch is 200mm, the length of the haunch is 1220 mm.
Specifically, in this embodiment, for avoid adding the unfixed problem that the process that needs cut the cause by oneself of the big board size of armpit among the correlation technique, the fixed size of two kinds of differences of conventional will be set to the big board of armpit to this embodiment to satisfy actual use specification, thereby can be directly with adding the big board amalgamation of armpit and constitute floor structure when using can.
More specifically, in actual building use, the haunched large plate generally has two specifications, namely, the haunched large plate with the haunched height of 150mm and the haunched oblique length of 915mm, or the haunched large plate with the haunched oblique length of 1220mm when the haunched height is 200 mm. Therefore, in the present embodiment, in order to meet daily use, the haunched large plate of the present embodiment is configured to have the above two specifications, that is, the haunched large plate of the present embodiment provides two specifications, for example, the haunched large plate with the haunched slant length of 1220mm when the haunched height is 200mm as shown in fig. 2 and 4, or the haunched large plate with the haunched slant length of 915mm as shown in fig. 3 and 5. The big board of the armpit of two kinds of fixed size specifications of this embodiment is adopted, can avoid the loaded down with trivial details problem of manufacturing procedure that needs cut the big board of the unfixed armpit of size to cause among the correlation technique, consequently the big board of the armpit of fixed size that this embodiment provided can save manufacturing procedure to can consequently reduce about 4% of template loss, both reduce template and cut apart the volume of splicing promptly, also can practice thrift construction time.
It should be noted that, in the present embodiment, the haunching height of the haunching large plate specifically refers to the straight line distance of the first portion 21 from the second end 222, which is defined as the haunching height, such as the vertical height between the bottommost ends of the first portion 21 from the second end 222 in the up-down direction shown in fig. 2. In addition, the haunched slant length of the haunched large plate refers to the distance that the second part 22 extends from the first end 221 to the second end 222, i.e., the length of the entire second part 22 in the extending direction.
It should be noted that the enlarged plates with different sizes shown in fig. 2 and 3 are cross-sectional views at a-a in the integrated structure (floor structure) of the enlarged plate in fig. 1, that is, cross-sectional views of the enlarged plates at the middle part of the floor structure, and fig. 4 and 5 are cross-sectional views at B-B in fig. 1, that is, cross-sectional views of the enlarged plates at the edges of the floor structure.
Further, as shown in fig. 2 and 3, the at least one haunching plate 2 comprises two sub haunching plates symmetrically arranged along the central axis of the base plate 1; each of the two sub-haunched plates comprises a first part 21, a second part 22 and a third part which are connected (refer to the corresponding position of the supporting column 6 in fig. 2). That is, compared to the structure of the haunched large panel shown in fig. 4 and 5, since the haunched large panel shown in fig. 4 and 5 is the haunched large panel at the edge of the floor structure, the haunched large panel shown in fig. 4 and 5 has only a half structure of the haunched large panel shown in fig. 2 and 3, and the haunched large panel shown in fig. 2 and 3 has a third portion, in which the third portion is disposed parallel to the base plate 1, the third portion has a third end connected to the second end 222 and a fourth end distant from the second end 222, the third end is connected to the second end 222, and the fourth end of one terminal haunched panel is connected to the third end of the other terminal haunched panel, so that two terminal haunched panels are connected to each other.
Specifically, as shown in fig. 2, the two sub-haunching plates are axisymmetric along the central axis of the substrate 1, that is: the left end (third end) of the third portion of the left sub haunch plate is connected with the second end 222 of the second portion 22 of the sub haunch plate, and the right end (fourth end) of the third portion of the sub haunch plate is connected with the left end (fourth end) of the third portion of the right sub haunch plate, so that the two sub haunch plates are connected to form the haunch plate completely without a gap, and the strength of the whole haunch plate is ensured. Similarly, the right end (third end) of the third portion of the right sub-haunched plate is connected to the second end 222 of the second portion 22 of the sub-haunched plate, and the left end (fourth end) of the third portion of the sub-haunched plate is connected to the right end (fourth end) of the third portion of the left sub-haunched plate. In addition, referring to fig. 2-3, for the structure of the haunched large plate shown in fig. 2 and 3, the first portion 21 and the third portion of each sub haunched plate are arranged in parallel and at different horizontal planes, the second portion 22 is arranged between the first portion 21 and the third portion for connecting the first portion 21 and the third portion respectively, and since the first portion 21 and the third portion are not located at the same horizontal line, the second portion 22 is inclined and the third portion is farther from the substrate 1 than the first portion 21, therefore, the second portion 21 is gradually far from the substrate 1 from the first end 221 to the second end 222, so that a certain included angle is formed between the second portion 22 and the third portion or the plane where the first portion 21 is located, in this embodiment, an acute angle formed by the plane where the second portion 22 is located relative to the plane where the third portion is located forms a slope of the haunched large plate, and the slope needs to be set to be gentle, so that the stress direction of the steel bars filled in the haunched large plate at the bent parts of the first part 21 and the second part 22 or the bent parts of the second part 22 and the third part is basically unchanged, that is, the steel bars can be bent at the bent parts of the first part 21 and the second part 22, and the bent parts of the second part 22 and the third part are bent to realize that the steel bars penetrate through the haunched plate 2 and extend along the longitudinal sections of the third part, the second part 22 and the first part 21.
Specifically, in this embodiment, the gradient defined above may be set to be not greater than a preset gradient threshold, where the preset gradient threshold is 1/6, that is, the gradient of the haunched main board in this embodiment needs to be set to be not greater than 1/6, for example, the gradient may be 1/8, or 1/7, or 1/6, and the specific gradient may be selected according to a range value given in this embodiment, which is not specifically limited in this embodiment.
It should be noted that, in this embodiment, the bending portions of the first portion 21 and the second portion 22 and the bending portions of the second portion 22 and the third portion are both plane-type bending portions, and certainly, in order to make the connection strength of the bending portions more stable, the bending portions of the first portion 21 and the second portion 22 may also be set to be curved bending portions, or the bending portions of the second portion 22 and the third portion may also be curved bending portions, so as to avoid the occurrence of bending stress concentration points, which results in unstable connection strength.
Further, as shown in fig. 2 to 5, in order to improve the supporting strength of the entire haunching large plate, a first reinforcing rib 3 is provided in the haunching large plate, the first reinforcing rib 3 is provided at one side of the haunching large plate close to the substrate 1 and is parallel to the substrate 1, so as to ensure the structural strength of the haunching large plate close to the substrate 1, it should be explained that the first reinforcing rib 3 is a reinforcing steel bar, and the first reinforcing rib 3 can be a continuous reinforcing steel bar, so as to extend along the section length of the substrate 1, i.e. the left and right directions of the substrate 1 shown in fig. 2 extend, or the first reinforcing rib 3 is formed by splicing a plurality of short reinforcing steel bars, so that the whole first reinforcing rib 3 formed by splicing extends along the left and right directions of the substrate 1.
Further, as shown in fig. 2 and 3, in order to improve the supporting strength of the entire haunching large plate, a second reinforcing rib 4 is further arranged in the haunching large plate, and the second reinforcing rib 4 extends along the direction of the length of the haunching large plate 2, so that the connecting strength of the haunching large plate close to the haunching large plate 2, or the overall strength of the connection among the first part 21, the second part 22 and the third part, is ensured in sequence. In addition, the second reinforcing rib 4 is also disposed in the haunched large plate shown in fig. 4 and 5, and specific reference is made to the above description, which is not repeated here.
Since the first portion 21 and the second portion 22 have a bent connection portion between the second portion 22 and the third portion, in order to make the second reinforcing rib 4 extend from the third portion to the first portion 21 and have a same distance with the outer surfaces of the first portion 21, the second portion 22 and the third portion, so as to ensure the connection strength, in the present embodiment, the second reinforcing rib 4 is also arranged to be bent at the corresponding portion. Specifically, the second reinforcing rib 4 has a first section 41, a second section 42 and a third section 43 which are connected in sequence; wherein the first section 41, the third section 43 are parallel to the base plate 1 and the second section 42 is parallel to the second portion 22; and two ends of the second section 42 are respectively connected with the first section 41 and the third section 43 in a bending way.
Specifically, the first section 41 is disposed parallel to the first portion 21, the second section 42 is disposed parallel to the second portion 22, the third end 43 is disposed parallel to the third portion, a bent portion of the first section 41 and the second section 42 corresponds to a bent portion of the first portion 21 and the second portion 22, and a bent portion of the second section 42 and the third section 43 corresponds to a bent portion of the second portion 22 and the third portion.
It should be explained that the second reinforcing bead 4 is a reinforcing bar, and the second reinforcing bead 4 may be a continuous piece of reinforcing bar to extend along the length of the section of the haunching plate 2, i.e., the left-right direction of the haunching plate 2 shown in fig. 2. Specifically, a complete steel bar has a first section 41, a second section 42 and a third section 43, and the joint of the first section 41 and the second section 42 is bent artificially to adapt to the bent shapes of the first portion 21 and the second portion 22, and similarly, the joint of the second section 42 and the third section 43 is bent artificially to adapt to the bent shapes of the second portion 22 and the third portion.
Or the second reinforcing rib 4 is formed by splicing three sections of short reinforcing steel bars, so that the spliced second reinforcing rib 4 integrally extends along the left and right directions of the haunching plate 2. Specifically, the first section 41 and the first part 21 are arranged in parallel and have the same distance from the first part 21, the second section 41 and the second part 22 are arranged in parallel and have the same distance from the second part 22, at this time, the right end of the first section 41 and the left end of the second section 42 are welded and spliced, similarly, the third section 43 and the third part are arranged in parallel and have the same distance from the first part 21, the second section 41 and the second part 22 are arranged in parallel and have the same distance from the second part 22, at this time, the left end of the third section 43 and the right end of the second section 42 are welded and spliced, so that a complete second reinforcing rib 3 is formed, and each section of the haunched plate 2 are arranged in parallel and have the same distance from each section of the haunched plate 2, so that the supporting strength of the whole haunched plate is high, and breakage is prevented.
It should be noted that, in this embodiment, since the slope is smaller than 1/6, the slope is relatively slow, and then the second reinforcing rib 4 can be allowed to be bent at the bent portions of the first portion 21 and the second portion 22, and the bent portions of the second portion 22 and the third portion can be bent manually, so that the second reinforcing rib 4 can sequentially extend in the left-right direction of the haunched plate 2, and the problems of complicated process and high fixing cost caused by the need of using an anchor lock for the reinforcing steel bars arranged at the bent portions in the related art can be effectively solved.
Further, as shown in fig. 2, in order to further ensure the manufacturing strength of the haunched large plate, besides the above-defined first reinforcing rib 3 and second reinforcing rib 4 are arranged to penetrate through the left and right direction of the haunched large plate to improve the supporting strength thereof, a plurality of third reinforcing ribs 5 extending along the direction of the width (i.e. the front and back direction shown in fig. 2) of the haunched large plate may be arranged in the haunched large plate, the plurality of third reinforcing ribs 5 are arranged in parallel, for example, may be arranged at even intervals or may be arranged at uneven intervals, and the specific number of the third reinforcing ribs 5 may be set according to actual needs, which is not specifically defined in this embodiment.
It should be explained that the third reinforcing bead 5 is a reinforcing bar, and the third reinforcing bead 5 may be a continuous piece of reinforcing bar to extend along the length of the cross-sectional width of the haunching plate 2, i.e., the left front-rear direction of the haunching plate 2 shown in fig. 2. Or the third reinforcing ribs 5 are formed by splicing a plurality of sections of short reinforcing steel bars, so that the spliced third reinforcing ribs 5 integrally extend along the front-back direction of the haunching plate 2. The specific structure of the third reinforcing rib 5 may refer to the above-mentioned exemplary structure of the present embodiment according to actual needs, and the present embodiment is not particularly limited to this.
Further, as shown in fig. 2 and 3, the haunched large plate further comprises a supporting column 6 formed on one side of the haunched plate 2 away from the base plate 1, the supporting column 6 is located on one side of the third portion away from the base plate 1 (i.e. at the bottom or below of the third portion), and the supporting column 6 is also made of cement or other building materials.
Specifically, the supporting column 6 is used for supporting the whole axillary plate 2 and the base plate 1, wherein the specific height of the supporting column 6 is determined according to the linear distance or the vertical height between the third part and the ground or other supporting surface. Also, the cross-sectional area of the supporting column 6 (i.e., the product of the distance of the supporting column 6 in the left-right direction of fig. 2 and the distance in the front-rear direction) is not larger than the cross-sectional area of the third portion, for example, the width of the supporting column 6 in the left-right direction shown in fig. 2 may be equal to the width of the third portion in the left-right direction, or the width of the supporting column 6 in the left-right direction shown in fig. 2 may be smaller than the width of the third portion in the left-right direction; alternatively, the width of the supporting column 6 in the front-rear direction shown in fig. 2 may be equal to the width of the third portion in the front-rear direction, or the width of the supporting column 6 in the front-rear direction shown in fig. 2 may be smaller than the width of the third portion in the front-rear direction; alternatively, the width of the supporting column 6 in the left-right direction shown in fig. 2 may be equal to the width of the third portion in the left-right direction, or the width of the supporting column 6 in the left-right direction shown in fig. 2 may be smaller than the width of the third portion in the left-right direction; also, the width of the supporting column 6 in the front-rear direction shown in fig. 2 may be equal to the width of the third portion in the front-rear direction, or the width of the supporting column 6 in the front-rear direction shown in fig. 2 may be smaller than the width of the third portion in the front-rear direction. Specifically, the cross-sectional area of the supporting surface between the third portion and the supporting column 6 is not specifically limited in this embodiment.
It should be noted that the third portion is integrally connected to the supporting column 6, and the third portion, and the third end and the fourth end of the third portion can determine their corresponding positions by referring to the position of the supporting column 6 and the two ends of the third section 43.
The haunch large plate disclosed by the embodiment of the utility model is described in detail, and the principle and the implementation mode of the utility model are explained by applying a specific example, and the description of the above embodiment is only used for helping to understand the haunch large plate and the core idea thereof; meanwhile, for the general technical personnel in the field, according to the idea of the present invention, there are changes in the specific implementation and application scope, and in summary, the content of the present specification should not be understood as the limitation of the present invention.
Claims (10)
1. A haunch plate comprising:
a substrate;
at least one haunch plate located on one side of the substrate, the haunch plate comprising a first portion and a second portion connected; wherein;
the first portion is disposed parallel to the substrate; the second part is provided with a first end connected with the first part and a second end far away from the first part, and in the direction from the first end to the second end, the second part gradually inclines towards the side far away from the substrate;
the straight line distance of the first part from the second end is defined as the haunching height, and the haunching height is 150mm or 200 mm;
the distance that the second portion extends from the first end to the second end defines a haunched oblique length; wherein the content of the first and second substances,
when the height of the haunch is 150mm, the length of the haunch is 915 mm;
when the haunching height is 200mm, the haunching oblique length is 1220 mm.
2. The haunched large panel according to claim 1, wherein at least one haunched panel comprises two sub haunched panels symmetrically arranged along a central axis of the base plate; the two auxiliary haunching plates comprise the first part, the second part and a third part which are connected; wherein;
the third portion is disposed parallel to the substrate, the third portion has a third end connected to the second end and a fourth end far from the second end, the third end is connected to the second end, and the fourth end of one of the sub haunched plates is connected to the fourth end of the third portion of the other of the sub haunched plates.
3. The haunched maxiboard of claim 2, further comprising a support post formed on a side of the haunched board remote from the base plate, the support post being located on a side of the third portion remote from the base plate.
4. The haunch bulkhead panel according to claim 2, wherein an angle between a plane in which the second portion is located and a plane in which the third portion is located is defined as a slope, and the slope is smaller than a preset slope threshold.
5. The haunch bulkhead panel according to claim 4, wherein the preset grade threshold is 1/6.
6. The haunch large plate according to claim 1, wherein a first reinforcing rib is arranged in the haunch large plate, and the first reinforcing rib is arranged on one side of the haunch large plate close to the base plate and is parallel to the base plate.
7. The haunched large plate according to claim 6, wherein a second reinforcing rib is further arranged in the haunched large plate, and the second reinforcing rib extends along the direction of the length of the haunched plate.
8. The haunched board as claimed in claim 7,
the second reinforcing rib is provided with a first section, a second section and a third section which are connected in sequence; wherein
The first section and the third section are parallel to the substrate, and the second section is parallel to the second part;
and two ends of the second section are respectively connected with the first section and the third section in a bending way.
9. The haunched large plate according to claim 7, wherein a plurality of third reinforcing ribs are arranged in the haunched large plate and extend in the direction of the width of the haunched large plate.
10. The haunched large plate as claimed in claim 9, wherein the first, second and third reinforcing bars are all steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021331160.1U CN212836181U (en) | 2020-07-08 | 2020-07-08 | Haunch big board |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021331160.1U CN212836181U (en) | 2020-07-08 | 2020-07-08 | Haunch big board |
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| CN212836181U true CN212836181U (en) | 2021-03-30 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113901568A (en) * | 2021-11-16 | 2022-01-07 | 广联达科技股份有限公司 | Method and device for processing engineering quantity of board haunching and electronic equipment |
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2020
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113901568A (en) * | 2021-11-16 | 2022-01-07 | 广联达科技股份有限公司 | Method and device for processing engineering quantity of board haunching and electronic equipment |
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