CN220225798U - Built-in hidden rubble wall body with steel frame - Google Patents
Built-in hidden rubble wall body with steel frame Download PDFInfo
- Publication number
- CN220225798U CN220225798U CN202321810118.1U CN202321810118U CN220225798U CN 220225798 U CN220225798 U CN 220225798U CN 202321810118 U CN202321810118 U CN 202321810118U CN 220225798 U CN220225798 U CN 220225798U
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- wall body
- steel
- rubble
- steel frame
- multiplied
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 99
- 239000010959 steel Substances 0.000 title claims abstract description 99
- 239000004575 stone Substances 0.000 claims description 13
- 239000011083 cement mortar Substances 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The utility model discloses a hidden rubble wall body with an embedded steel frame, which comprises: a fabricated steel frame, comprising: three steel columns which are vertically arranged on the ground beam; four steel beams horizontally and uniformly installed between the steel columns; and the assembled steel frame is completely coated in the rubble wall body. The embedded matched steel frame made of steel is guaranteed in strength and stability, can effectively support the midspan part of the wall, improves the anti-seismic performance of the wall, and can provide better protection when disasters such as earthquake occur; and because the steel frame structure is adopted, the quantity of rubble required by the wall body is greatly reduced, and a large amount of natural resources are saved.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a hidden rubble wall with an embedded steel frame.
Background
The traditional Tibetan rubble wall is taken as one of the most national buildings in China, and has the characteristics of local material taking, cheap construction, good heat preservation and insulation performance and the like.
The traditional hidden rubble wall structure is often built by stones, and has some problems in structure due to the factors of uneven stone quality, high construction difficulty, long construction period and the like, especially when natural disasters such as earthquakes and the like occur, potential safety hazards such as collapse and the like are easy to occur due to insufficient structural rigidity.
In order to solve the problems of the traditional rubble wall structure and improve the anti-seismic performance and stability of the structure, researchers begin to explore to replace the traditional single stone masonry structure by adopting a novel mixed structure; a constraint structure is built in the stone wall body by adopting a metal member, so that the whole wall body is firmer and more stable, the weight of the wall body can be reduced, the construction difficulty and period are reduced, and the anti-seismic performance and stability of the wall body are improved; however, most of the prior rubble walls are provided with embedded metal members at the joints, and the rubble walls with longer spans lack a bending and shearing resistant frame, so that the middle parts of the walls are easy to crack, transversely deform and the like.
For example, the utility model of patent application number CN202220397937.7 discloses a hidden rubble wall embedded with aluminum alloy pipe-constrained earth-stone mixture columns, which is to lay aluminum alloy pipe-constrained earth-stone mixture columns arranged at corners of a ground beam inside an FRP rubble wall, and to cooperate with FRP grids between rubble layers to increase overall tie force; however, the midspan part of the wall body cannot be subjected to the drawknot action of the drawknot ribs, the stability of the wall body is maintained only by means of the restraint of the FRP grid and the yellow mud bonding layer, and potential safety hazards of collapse still exist when strong vibration is encountered.
Disclosure of Invention
It is an object of the present utility model to address at least the above problems and/or disadvantages and to provide at least the advantages described below.
To achieve these objects and other advantages and in accordance with the purpose of the utility model, there is provided a hidden rubble wall having an in-line fabricated steel frame, comprising:
a fabricated steel frame, comprising: three steel columns which are all vertically arranged on the ground beam side by side; four steel beams horizontally and uniformly installed between the steel columns;
and the assembled steel frame is completely coated in the rubble wall body.
Preferably, the steel columns and the steel beams are fixedly bolted through a plurality of angle steels I; the steel column and the ground beam are fixedly bolted through a plurality of angle steels II.
Preferably, a cement mortar layer is arranged between the assembled steel frame and the rubble wall; the novel building stone wall is characterized in that a yellow mud bonding layer with the thickness of 10mm is arranged between the rubble wall body and the ground beam, a yellow mud leveling layer is arranged on the surface of the rubble wall body, and a leveling mortar layer with the thickness of 10mm is arranged on the top surface of the rubble wall body.
Preferably, the wall surface size of the rubble wall body is 1500mm multiplied by 1200mm; the longitudinal section of the rubble wall body is trapezoid, the thickness of the wall body at the bottom end of the rubble wall body is 380mm, and the thickness of the wall body at the top end of the rubble wall body is 320mm.
Preferably, the total embedded size of the fabricated steel frame is 1400mm multiplied by 1200mm, and the steel column is an I-shaped steel column with the specification of 125mm multiplied by 6.5mm multiplied by 9 mm; the steel beam is an I-shaped steel beam with the specification of 150mm multiplied by 75mm multiplied by 5mm multiplied by 7 mm.
Preferably, the angle steel I has the specification of 50mm multiplied by 100mm multiplied by 8mm; the specification of the angle steel II is 70mm multiplied by 120mm multiplied by 8mm.
The utility model at least comprises the following beneficial effects:
the embedded matched steel frame made of steel is guaranteed in strength and stability, can effectively support the midspan part of the wall, improves the anti-seismic performance of the wall, and can provide better protection when disasters such as earthquake occur; the steel frame structure is adopted, so that the quantity of rubble required by the wall is greatly reduced, and a large amount of natural resources are saved;
the utility model ensures the shock resistance and the construction efficiency, and simultaneously, the wall body still maintains the style and the characteristics of the traditional Tibetan rubble wall body, and maintains the inheritance and development of local building culture;
additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Drawings
FIG. 1 is a schematic view of the internal structure of the present utility model;
FIG. 2 is a cross-sectional view of the present utility model;
FIG. 3 is a schematic view of an assembled steel frame structure of the present utility model;
FIG. 4 is a schematic view of the steel column structure of the present utility model;
FIG. 5 is a schematic view of the steel beam structure of the present utility model;
FIG. 6 is a schematic view of the angle steel I structure of the utility model;
FIG. 7 is a schematic view of the angle II structure of the utility model;
the marks in the figure: 1. the steel frame comprises an assembled steel frame body 11, steel columns 12, steel beams 2, rubble walls 21, stones 22, rubble 23, yellow mud 3, angle steel I, angle steel II, 5, a cement mortar layer 6, a yellow mud bonding layer 7, a leveling mortar layer 8 and a yellow mud leveling layer.
Detailed Description
The present utility model is described in further detail below with reference to the drawings to enable those skilled in the art to practice the utility model by referring to the description.
It will be understood that terms, such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or groups thereof.
It should be noted that, in the description of the present utility model, the orientation or positional relationship indicated by the term is based on the orientation or positional relationship shown in the drawings, which are merely for convenience of describing the present utility model and simplifying the description, and are not indicative or implying that the apparatus or element to be referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured to," "engaged with," "connected to," and the like are to be construed broadly, and for example, "connected" may be a fixed connection, may be a detachable connection, or may be integrally connected, may be mechanically connected, may be electrically connected, may be directly connected, may be indirectly connected through an intermediate medium, may be communication between two members, and may be understood in a specific manner by those skilled in the art.
Furthermore, in the present utility model, unless expressly stated or limited otherwise, a first feature "up" or "down" a second feature may be a direct contact of the first and second features, or an indirect contact of the first and second features through an intervening medium. Moreover, a first feature being "above," "over" and "on" a second feature may be a first feature being directly above or obliquely above the second feature, or simply indicating that the first feature is level higher than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is less level than the second feature.
The novel experimental model is described in detail below with reference to the accompanying drawings:
the novel embodiment of this experiment shown in fig. 1-7 provides a hidden rubble wall body of embedded assembled steel frame, includes: a fabricated steel frame 1 comprising: three steel columns 11, which are all vertically installed on the ground beam side by side; four steel beams 12 horizontally and uniformly installed between the steel columns 11; the rubble wall body 2, the assembled steel frame 1 is completely coated inside the rubble wall body 2.
Working principle:
the stone blocks 21 and the stone sheets 22 in the rubble wall body 2 are adhered to the assembled steel frame 1 through yellow mud 23, and can form firm drawknots when disasters such as earthquakes happen; the assembled steel frame 1 adopts a structure that the steel columns 11 and the steel beams 12 are matched, and two horizontal steel beams 12 are respectively arranged between the two steel columns 11 positioned at the edge and the steel column 11 positioned at the center, so that the midspan part of the wall body can be effectively supported, the problem of insufficient strength of the traditional hidden rubble wall body is solved, and the assembled steel frame has the advantages of high strength, good vibration resistance and shock resistance and the like.
In the technical scheme, the steel column 11 and the steel beam 12 are fixedly bolted through a plurality of angle steels I3; the steel column 11 and the ground beam are fixedly bolted through a plurality of angle steels II 4. By adopting the technical method, the steel column 11 can form stable connection with the steel beam 12 and the ground beam.
In the technical scheme, the assembled steel frame 1 and the rubble wall body 2 are provided with the cement mortar layer 5; the novel building stone wall is characterized in that a yellow mud bonding layer 6 with the thickness of 10mm is arranged between the rubble wall body 2 and the ground beam, a yellow mud leveling layer 8 is arranged on the surface of the rubble wall body 2, and a leveling mortar layer 7 with the thickness of 10mm is arranged on the top surface of the rubble wall body 2. By adopting the technical method, cement mortar is poured in the gap between the assembled steel frame 1 and the rubble wall body 2, a cement mortar layer 5 is formed after the cement mortar is solidified, and the cement mortar layer 5 can fill the gap between the steel frame 1 and the rubble wall body 2, so that stable connection is formed between the steel frame 1 and the rubble wall body 2; the yellow mud bonding layer 6 can enable the paved first layer stone 21 to form firm connection with the ground beam; the leveling mortar layer 7 paved on the wall top of the rubble wall body 2 can fill the concave part of the wall top, improves the flatness of the wall top surface, and can also improve the attractiveness of the wall body.
In the technical scheme, the wall surface size of the rubble wall body 2 is 1500mm multiplied by 1200mm; the longitudinal section of the rubble wall body 2 is trapezoid, the thickness of the wall body at the bottom end is 380mm, and the thickness of the wall body at the top end is 320mm. The rubble wall body 2 is of a trapezoid structure with a thin upper end and a thick lower end, and the technical method reduces the overall gravity center position of the wall body and improves the overall stable anti-overturning capability of the wall body.
In the above technical scheme, the overall embedded dimension of the fabricated steel frame 1 is 1400mm×1200mm, and the steel column 11 is an i-steel column with specification of 125mm×125mm×6.5mm×9 mm; the steel beam 12 is an I-beam with the specification of 150mm multiplied by 75mm multiplied by 5mm multiplied by 7 mm.
In the technical scheme, the specification of the angle steel I3 is 50mm multiplied by 100mm multiplied by 8mm; the specification of the angle steel II 4 is 70mm multiplied by 120mm multiplied by 8mm.
The above is merely illustrative of a preferred embodiment, but is not limited thereto. In practicing the present utility model, appropriate substitutions and/or modifications may be made according to the needs of the user.
The number of equipment and the scale of processing described herein are intended to simplify the description of the present utility model. Applications, modifications and variations of the present utility model will be readily apparent to those skilled in the art.
Although embodiments of the utility model have been disclosed above, they are not limited to the use listed in the specification and embodiments. It can be applied to various fields suitable for the present utility model. Additional modifications will readily occur to those skilled in the art. Therefore, the utility model is not to be limited to the specific details and illustrations shown and described herein, without departing from the general concepts defined in the claims and their equivalents.
Claims (6)
1. A hidden rubble wall with an embedded steel frame, comprising:
a fabricated steel frame, comprising: three steel columns which are all vertically arranged on the ground beam side by side; four steel beams horizontally and uniformly installed between the steel columns;
and the assembled steel frame is completely coated in the rubble wall body.
2. The hidden rubble wall body of the embedded assembled steel frame according to claim 1, wherein the steel columns and the steel beams are fixedly bolted through a plurality of angle steels I; the steel column and the ground beam are fixedly bolted through a plurality of angle steels II.
3. The hidden rubble wall body with the embedded assembled steel frame according to claim 1, wherein a cement mortar layer is arranged between the assembled steel frame and the rubble wall body; the novel building stone wall is characterized in that a yellow mud bonding layer with the thickness of 10mm is arranged between the rubble wall body and the ground beam, a yellow mud leveling layer is arranged on the surface of the rubble wall body, and a leveling mortar layer with the thickness of 10mm is arranged on the top surface of the rubble wall body.
4. The hidden rubble wall body of an embedded steel frame according to claim 1, wherein the wall surface size of the rubble wall body is 1500mm x 1200mm; the longitudinal section of the rubble wall body is trapezoid, the thickness of the wall body at the bottom end of the rubble wall body is 380mm, and the thickness of the wall body at the top end of the rubble wall body is 320mm.
5. The hidden rubble wall body of an embedded assembled steel frame according to claim 1, wherein the total embedded size of the assembled steel frame is 1400mm x 1200mm, and the steel column is an I-shaped steel column with the specification of 125mm x 6.5mm x 9 mm; the steel beam is an I-shaped steel beam with the specification of 150mm multiplied by 75mm multiplied by 5mm multiplied by 7 mm.
6. The hidden rubble wall body of the embedded assembled steel frame according to claim 2, wherein the specification of the angle steel I is 50mm multiplied by 100mm multiplied by 8mm; the specification of the angle steel II is 70mm multiplied by 120mm multiplied by 8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321810118.1U CN220225798U (en) | 2023-07-11 | 2023-07-11 | Built-in hidden rubble wall body with steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321810118.1U CN220225798U (en) | 2023-07-11 | 2023-07-11 | Built-in hidden rubble wall body with steel frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220225798U true CN220225798U (en) | 2023-12-22 |
Family
ID=89196650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321810118.1U Active CN220225798U (en) | 2023-07-11 | 2023-07-11 | Built-in hidden rubble wall body with steel frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220225798U (en) |
-
2023
- 2023-07-11 CN CN202321810118.1U patent/CN220225798U/en active Active
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