CN220848240U - Externally hung masonry wall structure - Google Patents
Externally hung masonry wall structure Download PDFInfo
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- CN220848240U CN220848240U CN202322559128.9U CN202322559128U CN220848240U CN 220848240 U CN220848240 U CN 220848240U CN 202322559128 U CN202322559128 U CN 202322559128U CN 220848240 U CN220848240 U CN 220848240U
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- building
- keels
- keel
- masonry wall
- longitudinal
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- 230000000149 penetrating effect Effects 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 9
- 238000009413 insulation Methods 0.000 claims description 29
- 239000011449 brick Substances 0.000 claims description 13
- 239000004927 clay Substances 0.000 claims description 8
- 239000011490 mineral wool Substances 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 210000002435 tendon Anatomy 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 10
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000004321 preservation Methods 0.000 description 11
- 238000005457 optimization Methods 0.000 description 8
- 239000012634 fragment Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses an externally hung masonry wall structure, which also comprises a plurality of longitudinal keels fixedly connected with the vertical face of a building body and arranged at intervals, wherein the outer sides of the longitudinal keels, which deviate from the vertical face of the building, are provided with a plurality of transverse keels which are crossed with the longitudinal keels at intervals, the transverse keels are provided with penetrating ribs, the penetrating ribs penetrate through holes at corresponding positions of the horizontal support plates, a plurality of building blocks are built between the horizontal support plates of the adjacent transverse keels, each building block is provided with a plurality of through holes, and the building blocks are sleeved on the penetrating ribs at the corresponding positions through the through holes. According to the utility model, the curtain wall system is combined with the masonry process, the masonry wall is hung on the building elevation in the form of the curtain wall through the longitudinal keels and the transverse keels, and the masonry wall is fixed through the transverse keels and the penetrating ribs, so that the whole masonry wall is integrated, the traditional masonry appearance of the outer elevation is maintained, the dead weight is lighter, the manufacturing cost is low, and the construction efficiency is higher.
Description
Technical Field
The utility model relates to the field of building structures, in particular to an externally hung masonry wall structure.
Background
In order to be more attractive and modern, the outer facade of the existing building mostly adopts curtain wall structures such as glass or stone, and the like, and is hung on a building wall body through a keel in an external mode, so that the effects of decoration and energy saving are mainly achieved. The building enclosure and the heat preservation mainly depend on building walls, the requirements on the overall strength and the heat preservation performance of the building walls are high, meanwhile, the building walls and curtain walls are of independent structures, and the building enclosure and the curtain wall are large in weight, high in cost and low in construction efficiency.
Along with the development of many buildings to traditional appearance designs, such as antique buildings, the outer facades of the buildings pursue the traditional brick appearance, the prior art mostly adopts archaized tiles to paste or externally-hung or directly-built, but the archaized tiles are easy to collapse in the use process, and the surface textures and sense of the archaized tiles are greatly different from those of real bricks, so that the existing curtain wall system is difficult to apply, and the directly-built bricks are more similar to the traditional building walls, but because the sizes of the bricks are smaller and are mutually adhered together through mortar, the perpendicularity requirement on the built walls is higher, the thickness of the traditional building walls is larger, the self-weight is great, and the walls with small thickness lack of fixation, are easy to collapse, and the safety is poor.
Disclosure of utility model
Aiming at the defects in the prior art, the utility model aims to solve the technical problems that: the externally hung masonry wall structure solves the problems that a curtain wall system in the prior art is large in weight, high in cost and complex in construction, and is difficult to adapt to the outer facade of a pseudo-classic architecture.
In order to solve the technical problems, the utility model adopts the following technical scheme:
The utility model provides an externally hung masonry wall structure, includes the building body, its characterized in that still includes many vertical keels that just set up with the facade fixed connection of building body and interval, is provided with many horizontal keels rather than crisscross in the outside interval that vertical keels deviate from the building facade, horizontal keel has the horizontal extension board that the level set up, is equipped with the through-hole in the corresponding position on horizontal extension board of horizontal keel, is equipped with the bar of wearing in the through-hole, the through-hole that each horizontal extension board corresponds the position is run through to the bar of wearing, has built a plurality of building blocks between the horizontal extension board of adjacent horizontal keel, all is equipped with the several perforation on each building block, the building block is established on the bar of wearing of corresponding position through this perforation cover.
As an optimization, a heat insulation structure is arranged on the inner side of the longitudinal keels and/or between the adjacent longitudinal keels.
As optimization, the building facade comprises structural beams, and the longitudinal keels are vertically arranged and fixed on the structural beams through keel brackets correspondingly; the heat insulation structure comprises a heat insulation layer covered on one side of the structural beam close to the longitudinal keel, and a heat insulation plate arranged on the upper side and/or the lower side of the structural beam, wherein gaps are reserved between the heat insulation layer and the heat insulation plate and between the heat insulation plate and the building blocks.
As optimization, the keel bracket comprises a bottom plate pre-buried on the structural beam, a supporting plate is vertically arranged on the bottom plate, and the longitudinal keel is fixedly connected with the supporting plate; fireproof rock wool is arranged at the position corresponding to the keel support, and the keel support and the joint of the longitudinal keel are coated by the fireproof rock wool.
As optimization, the backup pad is L shaped plate, and its a vertical setting of extension board is connected with vertical fossil fragments through connecting bolt, and another extension board level sets up.
As optimization, the heat preservation plate is an autoclaved aerated concrete accurate building block or a self-heat preservation ALC slat.
As optimization, the transverse keels are angle steel, one side wing plate of each transverse keel is fixedly connected with the longitudinal keels, the other side wing plate extends into gaps among the building blocks at corresponding positions, and through holes for penetrating ribs are formed in the side wing plates.
As optimization, the building block is a clay brick, a plurality of perforations penetrating through two opposite sides of the clay brick are arranged in the clay brick, and mortar is filled in the perforations penetrated by the penetrating ribs.
As optimization, the penetrating bars are formed by sequentially connecting a plurality of sections of reinforcing steel bars, and reinforcing steel bar joints on adjacent penetrating bars are staggered.
Compared with the prior art, the application has the following beneficial effects:
According to the utility model, the curtain wall system is combined with the masonry process, the masonry wall is hung on the building elevation in the form of the curtain wall through the longitudinal keels and the transverse keels, the masonry wall is fixed through the transverse keels and the penetrating ribs, each building block is ensured to be effectively fixed, the whole masonry wall is integrated, the conventional masonry process is matched, the masonry wall has better strength and stability, is not easy to collapse and damage on the premise of ensuring the appearance of the building block, the safety is higher, meanwhile, the masonry wall is taken as a building enclosure wall, the building wall is not required to be arranged on the inner side of the curtain wall structure, the integral dead weight is lighter, the manufacturing cost is low, and the construction efficiency is higher.
Drawings
FIG. 1 is a schematic view of a front view of a structural beam section of the present utility model;
FIG. 2 is a schematic front view of a non-structural beam section according to the present utility model;
FIG. 3 is a schematic cross-sectional structural view of a structural beam section of the present utility model;
FIG. 4 is a schematic cross-sectional structural view of a non-structural beam section of the present utility model;
In the figure, 1 longitudinal keel, 2 transverse keel, 3 penetrating rib, 4 building blocks, 5 perforation, 6 structural beam, 7 heat preservation, 8 heat preservation board, 9 bottom plate, 10 backup pad, 11 fire prevention rock wool.
Detailed Description
The present utility model will be described in further detail with reference to the accompanying drawings.
The specific implementation method comprises the following steps: with reference to figures 1-4 of the drawings,
The utility model provides an externally hung masonry wall structure, includes the building body, still includes many vertical fossil fragments 1 that just set up with the facade fixed connection of building body and interval, is provided with many horizontal fossil fragments 2 rather than crisscross in the outside interval that vertical fossil fragments 1 deviate from the building facade, horizontal fossil fragments 2 have the horizontal extension board that the level set up, are equipped with the through-hole in the corresponding position on horizontal extension board of horizontal fossil fragments 2, are equipped with in the through-hole and wear muscle 3, wear the through-hole that muscle 3 runs through each horizontal extension board and corresponds the position, have built by laying bricks or stones between the horizontal extension board of adjacent horizontal fossil fragments 2a plurality of building blocks 4, all be equipped with several perforation 5 on each building block 4, the building block 4 is established on the wears muscle 3 of corresponding position through this perforation 5 cover.
Specifically, a heat insulation structure is arranged on the inner side of the longitudinal keels 1 and/or between the adjacent longitudinal keels 1. The building facade comprises a structural beam 6 or a structural column, in the embodiment, taking the structural beam as an example, the longitudinal keels 1 are vertically arranged and fixed on the structural beam 6 through keel brackets; the insulation structure comprises an insulation layer 7 covered on one side of the structural beam 6 close to the longitudinal keel 1, in the embodiment, the thickness of the insulation layer 7 is 50mm, and an insulation board 8 arranged on the upper side and/or the lower side of the structural beam 6, the insulation board 8 is an autoclaved aerated concrete accurate building block 4 or a self-insulation ALC slat, the thickness of the insulation board is 250mm, gaps are reserved between the insulation layer 7 and the insulation board 8 and the building block 4, wherein ALC is autoclaved lightweight concrete (Autoclaved Lightweight Concrete) for short, and is one of high-performance autoclaved aerated concrete (ALC), and the self-insulation ALC slat in the embodiment is an ALC self-insulation board 8 with built-in ceramic cotton. Like this, the wall structure that building block 4 formed forms the air bed between heat preservation 7 or heated board 8, cooperates heat preservation 7 and heated board 8 to play better heat preservation effect, and energy-conserving effect is better. The ALC lath is used as a light wallboard, has low cost and convenient installation, is only used for filling and heat preservation, can also form a whole with a masonry wall and a keel structure to form an assembled integral wall structure, and can be directly installed on the structural beam 6 during use.
Specifically, the keel bracket in the embodiment comprises a bottom plate 9 pre-buried on the structural beam 6, a supporting plate 10 is vertically arranged on the bottom plate 9, and the longitudinal keel 1 is fixedly connected with the supporting plate 10; fireproof rock wool 11 is arranged at the position corresponding to the keel support, and the keel support and the joint of the longitudinal keel 1 are coated by the fireproof rock wool 11. The supporting plate 10 is an L-shaped plate, one supporting plate is vertically arranged and connected with the longitudinal keels 1 through connecting bolts, and the other supporting plate is horizontally arranged. Thus, the safety of the connecting node is better ensured.
The transverse keel 2 is angle steel, one side wing plate of the transverse keel is fixedly connected with the longitudinal keel 1, the other side wing plate extends into a gap between the building blocks 4 at the corresponding positions, and a through hole for the penetrating rib 3 to penetrate is formed in the side wing plate. The building block 4 is a clay brick, a plurality of through holes 5 penetrating through two opposite sides of the clay brick are formed in the clay brick, and mortar is filled in the through holes 5 penetrating through the penetrating ribs 3. The penetrating ribs 3 are formed by sequentially connecting multiple sections of reinforcing steel bars, and reinforcing steel bar joints on adjacent penetrating ribs 3 are staggered. During construction, the opening of the transverse keel 2 at the lowest side faces upwards to play a basic bearing and positioning role on the building block 4, then the building block 4 is built on the basis of the wing plates of the transverse keels 2, the opening of the transverse keels 2 faces downwards from the second transverse keel 2, the building block is pressed on a built wall body and welded and fixed with the longitudinal keels 1, and then the building block is built upwards by the wing plates of the transverse keels 2, and the building block is sequentially circulated until the whole wall body is built.
Because the construction process has the restriction of structures such as the penetrating rib 3, the transverse keel 2, the perforation 5, and the like, the building block 4 does not need to be subjected to positioning operations such as spring wire, stay wire, and the like in the masonry process, the positioning can be basically realized by directly sleeving the perforation 5 on the penetrating rib 3, mortar is tightly adopted in the perforation 5 in the masonry process, the perforation 5 which does not penetrate the penetrating rib 3 is not filled, so that the building block has better heat preservation and sound insulation effects, and the joint of the penetrating rib 3 is staggered in order to improve the shear strength. In the utility model, the longitudinal keels 1, the transverse keels 2 and the penetrating ribs 3 form a basic keel structure of the masonry wall, so that the masonry wall has a good fixing effect, the whole masonry wall is stable in structure and high in safety, in the embodiment, the clay bricks are 240 x 60 in size, the thickness of the wall is only 60mm, and the wall is matched with an ALC slat on the inner side, so that the overall weight is lighter, the cost is lower, and the outer vertical face has a good antique traditional appearance and is more attractive and air-friendly.
According to the utility model, the curtain wall system is combined with the masonry process, the masonry wall is hung on the building elevation in the form of the curtain wall through the longitudinal keels and the transverse keels, the masonry wall is fixed through the transverse keels and the penetrating ribs, each building block is ensured to be effectively fixed, the whole masonry wall is integrated, the conventional masonry process is matched, the masonry wall has better strength and stability, is not easy to collapse and damage on the premise of ensuring the appearance of the building block, the safety is higher, meanwhile, the masonry wall is taken as a building enclosure wall, the building wall is not required to be arranged on the inner side of the curtain wall structure, the integral dead weight is lighter, the manufacturing cost is low, and the construction efficiency is higher.
While embodiments of the present utility model have been shown and described, it will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made herein without departing from the principles and spirit of the utility model, the scope of which is defined by the appended claims and their equivalents, and thus the embodiments of the utility model are to be considered illustrative of the utility model and not limited in any way.
Claims (9)
1. The utility model provides an externally hung masonry wall structure, includes the building body, its characterized in that still includes many vertical keels that just set up with the facade fixed connection of building body and interval, is provided with many horizontal keels rather than crisscross in the outside interval that vertical keels deviate from the building facade, horizontal keel has the horizontal extension board that the level set up, is equipped with the through-hole in the corresponding position on horizontal extension board of horizontal keel, is equipped with the bar of wearing in the through-hole, the through-hole that each horizontal extension board corresponds the position is run through to the bar of wearing, has built a plurality of building blocks between the horizontal extension board of adjacent horizontal keel, all is equipped with the several perforation on each building block, the building block is established on the bar of wearing of corresponding position through this perforation cover.
2. An externally hung masonry wall structure according to claim 1 wherein insulation structures are provided on the inside of the longitudinal runners and/or between adjacent longitudinal runners.
3. An externally hung masonry wall structure according to claim 2 wherein the building facade comprises structural beams, corresponding to which the longitudinal runners are vertically disposed and secured by runner brackets; the heat insulation structure comprises a heat insulation layer covered on one side of the structural beam close to the longitudinal keel, and a heat insulation plate arranged on the upper side and/or the lower side of the structural beam, wherein gaps are reserved between the heat insulation layer and the heat insulation plate and between the heat insulation plate and the building blocks.
4. A wall construction as claimed in claim 3, wherein the keel support comprises a base plate pre-embedded in the structural beam, a support plate being vertically provided on the base plate, the longitudinal keel being fixedly connected to the support plate; fireproof rock wool is arranged at the position corresponding to the keel support, and the keel support and the joint of the longitudinal keel are coated by the fireproof rock wool.
5. The externally hung masonry wall structure according to claim 4 wherein the support plates are L-shaped plates, one of which is vertically disposed and connected to the longitudinal runners by connecting bolts, and the other of which is horizontally disposed.
6. A wall construction as claimed in claim 3, wherein the insulation panels are autoclaved aerated concrete precision blocks or self-insulation ALC strips.
7. The externally hung masonry wall structure according to claim 1, wherein the transverse keels are angle steel, one side wing plate of the transverse keels is fixedly connected with the longitudinal keels, and the other side wing plates form the horizontal support plates and extend into gaps among the corresponding blocks.
8. An externally hung masonry wall structure according to claim 1 wherein the blocks are clay bricks and wherein a plurality of perforations are provided through opposite sides thereof and wherein the perforations through which the tendons pass are filled with mortar.
9. The externally hung masonry wall structure according to claim 1, wherein the penetrating ribs are formed by sequentially connecting a plurality of sections of reinforcing steel bars, and reinforcing steel bar joints on adjacent penetrating ribs are staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322559128.9U CN220848240U (en) | 2023-09-20 | 2023-09-20 | Externally hung masonry wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322559128.9U CN220848240U (en) | 2023-09-20 | 2023-09-20 | Externally hung masonry wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220848240U true CN220848240U (en) | 2024-04-26 |
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ID=90741983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322559128.9U Active CN220848240U (en) | 2023-09-20 | 2023-09-20 | Externally hung masonry wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220848240U (en) |
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2023
- 2023-09-20 CN CN202322559128.9U patent/CN220848240U/en active Active
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