CN214117501U - Aluminum mould wall column beam slab integrated configuration - Google Patents
Aluminum mould wall column beam slab integrated configuration Download PDFInfo
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- CN214117501U CN214117501U CN202021902333.0U CN202021902333U CN214117501U CN 214117501 U CN214117501 U CN 214117501U CN 202021902333 U CN202021902333 U CN 202021902333U CN 214117501 U CN214117501 U CN 214117501U
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Abstract
The utility model relates to a building structure technical field discloses an aluminium mould wall post beam slab integrated configuration, including curb girder template 1 and post beam template, post beam template includes first post beam template 2 and second post beam template 3, and first post beam template 2 and second post beam template 3 on same vertical plane are through respective lateral wall in contact with each other, and the one end overlap joint of 1 bottom of curb girder template is at 2 tops of first post beam template, and 1 overlap joint of curb girder template is in the lateral wall of 2 top one ends of first post beam template and 3 lateral walls of second post beam template contact, and the top of curb girder template 1 flushes with 3 tops of second post beam template. The column beam template is split into two parts, and the side templates of the cross beams are lapped on one part of the column beam template, so that the cross beam template and the longitudinal beam template have a partially overlapped structure when combined, the cross beam template and the longitudinal beam template can be stressed synchronously and integrally, and the stability of a connecting node in a combined structure is enhanced.
Description
Technical Field
The utility model relates to a building structure technical field especially relates to an aluminium mould wall post beam slab integrated configuration.
Background
Along with the continuous maturity of aluminum mould system, its application in the building trade has obtained extensive popularization, and the advantage lies in that the high accuracy of aluminum mould can realize exempting from to plaster, can practice thrift the time limit for a project by a wide margin. But the beam-column handing-over position is fragile relatively, often can appear in the work progress straightness roughness and can not reach the condition of exempting from to plaster the requirement, need polish again, can not reach the purpose of practicing thrift the time limit for a project.
Disclosure of Invention
The utility model aims at: improve current aluminium mould integrated configuration, strengthen the construction quality of beam column node.
In order to realize the above-mentioned purpose, the utility model provides an aluminium mould wall post beam slab integrated configuration, including curb girder template and post beam template, post beam template includes first post beam template and second post beam template, and first post beam template and second post beam template on same vertical plane are through respective lateral wall face contaction, and the one end overlap joint of curb girder template bottom is at first post beam template top, and the curb girder template overlap joint is in the lateral wall of first post beam template top one end and a second post beam template lateral wall contact, and the top and the second post beam template top of curb girder template flush.
Preferably, the side beam templates, the first column beam templates and the second column beam templates are all provided with mounting frames around, and the mounting frames arranged around the side beam templates, the first column beam templates and the second column beam templates are respectively perpendicular to the surfaces of the side beam templates, the first column beam templates and the second column beam templates.
Preferably, the side beam templates, the first column beam templates and the second column beam templates are respectively provided with a transverse reinforcing rib and a longitudinal reinforcing rib, the transverse reinforcing ribs are respectively parallel to the length directions of the side beam templates, the first column beam templates and the second column beam templates, and the longitudinal reinforcing ribs are respectively perpendicular to the transverse reinforcing ribs of the side beam templates, the first column beam templates and the second column beam templates.
Preferably, the side beam formwork, the first column beam formwork and the second column beam formwork are respectively provided with at least two transverse reinforcing ribs.
Preferably, the longitudinal reinforcing ribs are respectively arranged between the mounting frames and the transverse reinforcing ribs in the length directions of the side beam templates, the first column beam templates and the second column beam templates.
Preferably, the mounting frame is provided with uniformly arranged mounting holes.
Preferably, the mounting holes are threaded holes.
The embodiment of the utility model provides an aluminium mould wall post beam slab integrated configuration compares with prior art, and its beneficial effect lies in: the column beam template is split into two parts, and the beam template is lapped on one part of the column beam template, so that the beam template and the longitudinal beam template have a partially overlapped structure when being combined, the beam template and the longitudinal beam template can be integrally stressed synchronously, and the stability of a connecting node in a combined structure is enhanced. Meanwhile, the mutual connection mode of the beam template, the first column beam template and the second column beam template in the combined structure can ensure the verticality and the flatness of the boundary position of each template of the wall body.
Drawings
Fig. 1 is a schematic combination diagram of an embodiment of the present invention;
FIG. 2 is a cross-sectional reinforcement intent of an embodiment of the present invention;
FIG. 3 is a schematic view of a cross-sectional mounting hole of an embodiment of the present invention;
in the figure, 1, a side beam template; 2. a first column beam template; 3. a second column beam template; 10. a side beam main plate; 11. side beam mounting frames; 12. a lateral beam transverse stiffener; 13. longitudinal side beam reinforcing ribs; 14. side beam mounting holes;
21. a frame is installed on the first column beam; 31. and a frame is installed on the second column beam.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
It will be understood that when an element is referred to as being "disposed on" or "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "secured" to, or "fixedly coupled" to another element, it can be removably secured or non-removably secured to the other element. When an element is referred to as being "connected," "pivotally connected," to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," "up," "down," and the like as used herein are for illustrative purposes only and do not denote a unique embodiment.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
As shown in fig. 1, the utility model provides an aluminum mould wall post beam slab integrated configuration of preferred embodiment, including curb girder template 1 and post roof beam template, post roof beam template includes first post roof beam template 2 and second post roof beam template 3.
As shown in fig. 2, the side sill formwork 1 includes a side sill main plate 10, a side sill mounting frame 11 disposed around the side sill main plate 10 and perpendicular to the side sill main plate 10, a side sill transverse reinforcing rib 12 disposed parallel to the length direction of the side sill main plate 10, and a side sill longitudinal reinforcing rib 13 disposed perpendicular to the side sill transverse reinforcing rib 12. Specifically, the two lateral beam transverse reinforcing ribs 12 are arranged in parallel, and the distance between the upper lateral beam transverse reinforcing rib 12 and the upper lateral beam mounting frame 11 is equal to the distance between the lower lateral beam transverse reinforcing rib 12 and the lower lateral beam mounting frame 11; the longitudinal side beam reinforcing ribs 13 are respectively arranged between the transverse upper side beam reinforcing rib 12 and the transverse upper side beam mounting frame 11 and between the transverse lower side beam reinforcing rib 12 and the transverse lower side beam mounting frame 11, and the stress directions of the longitudinal side beam reinforcing ribs 13 arranged between the transverse upper side beam reinforcing rib 12 and the transverse upper side beam mounting frame 11 and the longitudinal side beam reinforcing ribs 13 arranged between the transverse lower side beam reinforcing rib 12 and the transverse lower side beam mounting frame 11 are consistent.
Similarly, the first column beam template 2 includes a first column beam main board, a first column beam mounting frame 21 which is arranged around the first column beam main board and is perpendicular to the first column beam main board, a first column beam transverse reinforcing rib which is arranged in parallel with the length direction of the first column beam main board, and a first column beam longitudinal reinforcing rib which is arranged perpendicular to the first column beam transverse reinforcing rib. Similar to the side beam template 1, the first column beam transverse reinforcing ribs are arranged in parallel, and the distance between the first column beam transverse reinforcing rib on the left side and the first column beam mounting frame on the left side is equal to the distance between the first column beam transverse reinforcing rib on the right side and the first column beam mounting frame on the right side. Be equipped with the vertical strengthening rib of the first post roof beam in a N left side between the first horizontal strengthening rib of the first post roof beam in left side and the first post roof beam in left side installation frame, also be equipped with the vertical strengthening rib of the first post roof beam in a N right side between the first horizontal strengthening rib of the first post roof beam in right side and the first post roof beam in right side installation frame equally, the vertical strengthening rib of the first post roof beam in a first left side and the vertical strengthening rib of the first post roof beam in a first right side are at same height to this analogizes, the vertical strengthening rib of the first post roof beam in a N left side and the vertical strengthening rib of the first post roof beam in a N right side are at same height, guarantee that 2 both sides atress of first post roof beam template is even.
Similar with first post roof beam template 2, second post roof beam template 3 includes the second post roof beam mainboard, locates second post roof beam installation frame 31 around the second post roof beam mainboard and perpendicular to second post roof beam mainboard, with the horizontal strengthening rib of second post roof beam length direction parallel arrangement, the vertical strengthening rib of second post roof beam that the horizontal strengthening rib of perpendicular to second post roof beam set up. The part of the second column beam template 3 and the first column beam template 2 highly coincide also is equipped with N vertical strengthening ribs of left second column beam and N vertical strengthening ribs of right second column beam to the vertical strengthening rib of Nth left second column beam and the vertical strengthening rib of Nth right second column beam are at same height, guarantee that 2 both sides of second column beam template atress are even. Furthermore, the Nth longitudinal reinforcing rib of the left first column beam, the right longitudinal reinforcing rib of the first column beam, the left longitudinal reinforcing rib of the second column beam and the right longitudinal reinforcing rib of the second column beam are all at the same height, so that the stress strength of the column-beam template combination is ensured.
In the process of building a house beam, a first column beam template 2 and a second column beam template 3 are arranged on the same vertical plane, a right side installation frame of the first column beam template 2 is in mutual contact with a left side installation frame of the second column beam template 3, the right end of the bottom of the side beam installation frame 11 is in lap joint with the top of the first column beam installation frame, the right side wall of the side beam installation frame 11 is in contact with the left side wall of the second column beam installation frame, the top of the side beam template 1 is flush with the top of the second column beam template 3 after being close to each other, namely, the height difference between the first column beam template 2 and the second column beam template 3 is the width of the side beam template 1.
Side beam template 1, first post roof beam template 2 and second post roof beam template 3 can set up the quantity of horizontal strengthening rib according to the width of mainboard, and the horizontal strengthening rib of setting will evenly arrange to ensure that the atress is even. Also, the number of the longitudinal reinforcing ribs can be set according to the height of the main board, and the longitudinal reinforcing ribs are arranged uniformly to ensure that the borne force is uniformly distributed.
As shown in fig. 3, the side sill mounting frames 11, the first pillar sill mounting frame 21 and the second pillar sill mounting frame 31 are provided with uniformly arranged mounting holes 14 with threads, and the frames in contact with each other are positioned and fastened by mounting bolts in the mounting holes 14 which are fitted to each other.
The utility model discloses an its principle of aluminium mould wall post beam slab integrated configuration is similar to the overlap joint of reinforcing bar, has coincided partly beam template and post template, makes its synchronous atress of an organic whole, has strengthened its stability, more can guarantee the straightness roughness that hangs down of wall post beam slab handing-over position. The lap joint mode is simultaneously suitable for the lap joint of the left side of the side beam template, the combination of beams in other directions and the combination lap joint of beams in other types. The conventional house beam template is a wall column beam plate which is simultaneously lapped on the left and the right of the side beam template.
During the installation construction, first post roof beam template 2 and second post roof beam template 3 are at the ground concatenation after finishing, and the integral erection, both sides are fixed on the wall form through the corner mould. When the bottom formwork is installed, the bottom formwork is installed firstly, then the side beam formwork 1 is installed, and the elevation of the beam bottom is adjusted by the supporting rods. The beam bottom support should be vertical without looseness. The beam bottom die and the bottom die are connected through bolts, and the bottom die and the side dies are connected through bolts, so that die expansion is prevented.
In general, after concrete is poured for 12 hours, the wall column side die can be removed, the inclined supports are removed firstly, then the wall penetrating bolts are removed, the nuts are loosened by using a spanner, the gaskets are removed, the back edges are removed, one ends of the bolts are tapped until the bolts withdraw from the concrete, then pins connected with the templates are removed, and the templates are pried by using a crowbar to separate the templates from the wall body.
To sum up, the embodiment of the utility model provides an aluminium mould wall post beam slab integrated configuration, including curb girder template 1 and post beam template, post beam template includes first post beam template 2 and second post beam template 3, and first post beam template 2 and second post beam template 3 on same vertical plane are through respective lateral wall in contact with each other, and the one end overlap joint of 1 bottom of curb girder template is at 2 tops of first post beam template, and 1 overlap joint of curb girder template is in contact with 3 lateral walls of second post beam template at the lateral wall of 2 top one ends of first post beam template, and the top of curb girder template 1 flushes with 3 tops of second post beam template.
The aluminum mould wall column beam plate composite structure of this embodiment adopts and becomes two parts with the column beam template split, with the mode on the side form board overlap joint of crossbeam is in some column beam templates, makes crossbeam template and longeron template have the structure that partly overlaps when the combination, can realize crossbeam template and the integrative synchronous atress of longeron template, has strengthened the stability of connected node among the composite structure. Meanwhile, the mutual connection mode of the beam template, the first column beam template and the second column beam template in the combined structure can further ensure the verticality and the flatness of the boundary position of each template of the wall body, so that the precision and the flatness of the formed wall body joint are improved, polishing is not needed, and the purpose of saving the construction period is achieved.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and replacements can be made without departing from the counting principle of the present invention, and these modifications and replacements should also be regarded as the protection scope of the present invention.
Claims (7)
1. The utility model provides an aluminium mould wall post beam slab integrated configuration which characterized in that: including curb girder template (1) and post roof beam template, post roof beam template includes first post roof beam template (2) and second post roof beam template (3), on same vertical plane first post roof beam template (2) with second post roof beam template (3) are through adjacent lateral wall face interconnect separately, the one end overlap joint of curb girder template (1) bottom is in first post roof beam template (2) top, curb girder template (1) overlap joint is in the lateral wall of first post roof beam template (2) top one end with the adjacent lateral wall of second post roof beam template (3) is connected, the top of curb girder template (1) with second post roof beam template (3) top flushes.
2. The aluminum mould wall column beam plate composite structure of claim 1, which is characterized in that: the side beam formwork (1), the first column beam formwork (2) and the second column beam formwork (3) are all provided with mounting frames around, and the mounting frames are arranged on the side beam formwork (1) and are respectively perpendicular to the surfaces of the side beam formwork (1), the first column beam formwork (2) and the second column beam formwork (3).
3. The aluminum mould wall column beam plate composite structure of claim 1, which is characterized in that: curb girder template (1) first post roof beam template (2) with second post roof beam template (3) all are equipped with horizontal strengthening rib and vertical strengthening rib, horizontal strengthening rib respectively with curb girder template (1) first post roof beam template (2) with the length direction of second post roof beam template (3) is parallel, vertical strengthening rib respectively with curb girder template (1) first post roof beam template (2) with second post roof beam template (3) horizontal strengthening rib is mutually perpendicular.
4. The aluminum mould wall column beam plate composite structure of claim 3, wherein: the side beam templates (1), the first column beam templates (2) and the second column beam templates (3) are respectively provided with at least two transverse reinforcing ribs.
5. The aluminum mould wall column beam plate composite structure of claim 3, wherein: the longitudinal reinforcing ribs are respectively arranged between the mounting frames and the transverse reinforcing ribs in the length directions of the side beam templates (1), the first column beam templates (2) and the second column beam templates (3).
6. The aluminum mould wall column beam plate composite structure of claim 2, wherein: more than one mounting hole is uniformly arranged on the mounting frame.
7. The aluminum mould wall column beam plate composite structure of claim 6, wherein: the mounting hole is a threaded hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021902333.0U CN214117501U (en) | 2020-09-03 | 2020-09-03 | Aluminum mould wall column beam slab integrated configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021902333.0U CN214117501U (en) | 2020-09-03 | 2020-09-03 | Aluminum mould wall column beam slab integrated configuration |
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| Publication Number | Publication Date |
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| CN214117501U true CN214117501U (en) | 2021-09-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021902333.0U Active CN214117501U (en) | 2020-09-03 | 2020-09-03 | Aluminum mould wall column beam slab integrated configuration |
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- 2020-09-03 CN CN202021902333.0U patent/CN214117501U/en active Active
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