CN217027480U - Steel concrete shear force wall is pieced together structure assembly type building in advance - Google Patents

Steel concrete shear force wall is pieced together structure assembly type building in advance Download PDF

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Publication number
CN217027480U
CN217027480U CN202220647996.5U CN202220647996U CN217027480U CN 217027480 U CN217027480 U CN 217027480U CN 202220647996 U CN202220647996 U CN 202220647996U CN 217027480 U CN217027480 U CN 217027480U
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China
Prior art keywords
wall
connecting rod
fixing
concrete shear
steel
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Expired - Fee Related
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CN202220647996.5U
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Chinese (zh)
Inventor
鲍洪兵
周磊
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Individual
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Individual
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Abstract

The utility model relates to the technical field of building engineering, in particular to a prefabricated structure assembly type building of a steel concrete shear wall, which comprises an installation block, wherein a fixing sleeve is embedded and installed on the inner wall of the installation block, a positioning hole is formed in the outer wall of the fixing sleeve, a fixing rod is installed on the inner wall of the positioning hole, a first connecting rod is installed on the inner wall of the fixing sleeve, a fixing hole is formed in the outer wall of the first connecting rod, and a second connecting rod is installed on the outer wall of the first connecting rod. The contact area of gusset plate and cement is bigger, and the overall structure stability of device is better.

Description

Steel concrete shear force wall assembles formula building in advance
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a prefabricated structure assembly type building of a steel concrete shear wall.
Background
Current shear force wall is pieced together structure assembly formula in advance when the transportation, and the shear force wall device exists comparatively taking up an area of the place, and the transportation is not very convenient, comparatively complicated problem when the assembly, and when using, the structural strength stability of shear force wall is not high, is the structure of a closed angle in the corner, to the easy uneven problem of atress of the pulling force of both sides.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a steel concrete shear wall pre-assembled structure assembly type building to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme:
the utility model provides a steel concrete shear force wall assembles structure assembly type building in advance, includes the installation piece, embedded installation has fixed sleeve on the inner wall of installation piece, the locating hole has been seted up on the outer wall of fixed sleeve, install the dead lever on the inner wall of locating hole, install the head rod on the fixed sleeve's the inner wall, the fixed orifices has been seted up on the outer wall of head rod, install the second connecting rod on the outer wall of head rod, install the gusset plate on the outer wall of second connecting rod, install the fixed block on the outer wall of head rod.
As the preferable scheme of the utility model, the fixing block and the mounting block are respectively made of high-strength concrete materials, and the fixing sleeve is made of carbon steel alloy materials.
As a preferable scheme of the present invention, the fixing sleeve is provided with a plurality of groups and has an arc structure, and the fixing sleeve and the first connecting rod are connected in a plug-in connection manner.
As a preferable scheme of the present invention, the first connecting rods are provided with a plurality of groups and located at the ports of the fixing sleeves, and the second connecting rods are provided with a plurality of groups and located on the outer walls of the first connecting rods.
In a preferred embodiment of the present invention, the positioning hole and the fixing bar are connected by sliding, and the fixing hole and the fixing bar are connected by sliding.
As a preferable scheme of the utility model, the structure of the reinforcing plate is a hollow structure, and the plurality of groups of reinforcing plates are arranged on the outer wall of the second connecting rod respectively.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the shear wall is disassembled into a plurality of parts, the device main body installation block and the fixed block are respectively made of high-strength concrete materials, the device main body installation block and the fixed block are flatly laid and piled up without occupying space during transportation, the outer wall of the fixed sleeve is provided with the positioning hole, the inner wall of the positioning hole is provided with the fixed rod, the inner wall of the fixed sleeve is provided with the first connecting rod, and the fixed rod is sequentially inserted into the positioning hole and the fixed hole under the action of the fixed hole formed in the outer wall of the first connecting rod, so that the fixed installation can be carried out, and the assembly is convenient.
2. According to the utility model, the fixing sleeves are arranged on the inner walls of the mounting blocks, the fixing sleeves are of arc structures, the stress on the tensile surfaces on two sides is more uniform, the first connecting rods are arranged on the inner walls of the fixing sleeves, a plurality of groups of the first connecting rods are arranged on the first connecting rods and are respectively positioned at the ports of the fixing sleeves, a plurality of groups of the second connecting rods are arranged on the outer walls of the first connecting rods, reinforcing plates are arranged on the outer walls of the second connecting rods, the reinforcing plates are of hollow structures, when cement pouring is carried out, the contact area between the reinforcing plates and cement is larger, and therefore, the problem that when the shear wall is used, the stability of the structural strength of the shear wall is not high, the shear wall is of a structure with a sharp corner, and the tensile force on two sides is easily stressed unevenly is solved.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a fixing sleeve according to the present invention;
FIG. 3 is a schematic view of the structure of the reinforcing plate of the present invention.
In the figure: 1. mounting blocks; 2. fixing the sleeve; 3. positioning holes; 4. fixing the rod; 5. a first connecting rod; 6. a fixing hole; 7. a second connecting rod; 8. a reinforcing plate; 9. and fixing blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, rather than all of the embodiments, and based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without making creative efforts belong to the protection scope of the present invention.
While several embodiments of the present invention will be described below in order to facilitate an understanding of the utility model, with reference to the accompanying drawings, the utility model may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, but rather should be construed to provide a description of the utility model rather than a description thereof.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present, that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present, and that the terms "vertical", "horizontal", "left", "right" and the like are used herein for descriptive purposes only.
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, and the use of the terms herein in the specification of the present invention are for the purpose of describing particular embodiments only and are not intended to be limiting of the utility model, and the use of the term "and/or" herein includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1-3, the present invention provides a technical solution:
the utility model provides a steel concrete shear force wall splices structure assembly type building in advance, including installation piece 1, embedded installation fixed sleeve 2 on the inner wall of installation piece 1, locating hole 3 has been seted up on the outer wall of fixed sleeve 2, install dead lever 4 on the inner wall of locating hole 3, install head rod 5 on the inner wall of fixed sleeve 2, fixed orifices 6 have been seted up on the outer wall of head rod 5, install second connecting rod 7 on the outer wall of head rod 5, install gusset plate 8 on the outer wall of second connecting rod 7, install fixed block 9 on the outer wall of head rod 5.
In the embodiment, referring to fig. 1, 2 and 3, the fixing blocks 9 and the mounting blocks 1 are made of high strength concrete respectively, the fixing sleeves 2 are made of carbon steel alloy, the fixing sleeves 2 are provided with a plurality of groups of arc-shaped structures, the fixing sleeves 2 and the first connecting rods 5 are connected in a plugging manner, the first connecting rods 5 are provided with a plurality of groups of high strength concrete and are respectively located at the ports of the fixing sleeves 2, the second connecting rods 7 are provided with a plurality of groups of high strength concrete and are respectively located on the outer walls of the first connecting rods 5, the positioning holes 3 and the fixing rods 4 are connected in a sliding manner, the fixing holes 6 and the fixing rods 4 are connected in a sliding manner, the reinforcing plate 8 is of a hollowed structure, the reinforcing plate 8 is provided with a plurality of groups of high strength concrete and is respectively mounted on the outer walls of the second connecting rods 7, when cement pouring is performed, the contact area between the reinforcing plate 8 and the cement is larger, the overall structure stability of device is better to be of value to the solution when using, the structural strength stability of shear force wall is not high, is the structure of a closed angle in the corner, to the easy uneven problem of atress of the pulling force of both sides.
The working process of the utility model is as follows: when in use, the port of the fixed sleeve 2 is provided with the first connecting rod 5, the fixed sleeve 2 and the first connecting rod 5 are connected in a plugging manner, the device is divided into a plurality of parts when in use, the mounting block 1 and the fixed block 9 are respectively made of high-strength concrete materials, the device is flatly laid and piled to occupy no space during transportation, the outer wall of the fixed sleeve 2 is provided with a positioning hole 3, the inner wall of the positioning hole 3 is provided with a fixed rod 4, the inner wall of the fixed sleeve 2 is provided with the first connecting rod 5, the outer wall of the first connecting rod 5 is provided with a fixed hole 6, the positioning hole 3 and the fixed rod 4 are connected in a sliding manner, the fixed hole 6 and the fixed rod 4 are connected in a sliding manner, the fixed rod 4 is sequentially inserted into the positioning hole 3 and the fixed hole 6, so that the fixed mounting can be carried out, the assembly is convenient and fast, thereby being beneficial to solving the problem of the existing shear wall pre-splicing structure assembly during transportation, the shear wall device has the problems of occupying a large space, being inconvenient to transport and being complex to assemble.
When using simultaneously, embedded installation has fixed sleeve 2 on the inner wall of installation piece 1, fixed sleeve 2 installs the multiunit and the structure is under the effect of arc structure, it is more even to the pulling force surface atress of both sides, head rod 5 installs the multiunit and is located the port department of fixed sleeve 2 respectively, second connecting rod 7 installs the multiunit and is located the outer wall of head rod 5 respectively, gusset plate 8 installs the multiunit and installs respectively on the outer wall of second connecting rod 7, gusset plate 8's structure is under hollow out construction's the effect, when watering, the area of contact of gusset plate 8 and cement is bigger, the overall structure stability of device is better, thereby be of value to solving when using, the structural strength stability of shear force wall is not high, be the structure of a closed angle, to the uneven problem of the easy atress of the pulling force of both sides.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a steel concrete shear force wall assembles formula building in advance, includes installation piece (1), its characterized in that: the mounting structure is characterized in that a fixing sleeve (2) is embedded and installed on the inner wall of the mounting block (1), a positioning hole (3) is formed in the outer wall of the fixing sleeve (2), a fixing rod (4) is installed on the inner wall of the positioning hole (3), a first connecting rod (5) is installed on the inner wall of the fixing sleeve (2), a fixing hole (6) is formed in the outer wall of the first connecting rod (5), a second connecting rod (7) is installed on the outer wall of the first connecting rod (5), a reinforcing plate (8) is installed on the outer wall of the second connecting rod (7), and a fixing block (9) is installed on the outer wall of the first connecting rod (5).
2. The steel concrete shear wall pre-assembled structure assembly type building of claim 1, characterized in that: the fixing block (9) and the mounting block (1) are made of high-strength concrete materials respectively, and the fixing sleeve (2) is made of carbon steel alloy materials.
3. The assembled building with the steel-concrete shear wall pre-assembled structure as claimed in claim 1, wherein: the fixed sleeve (2) is provided with a plurality of groups and has an arc-shaped structure, and the fixed sleeve (2) is connected with the first connecting rod (5) in a plugging manner.
4. The assembled building with the steel-concrete shear wall pre-assembled structure as claimed in claim 1, wherein: the port department that the multiunit just is located fixed sleeve (2) respectively is installed in head rod (5), the multiunit is installed and is located respectively on the outer wall of head rod (5) in second connecting rod (7).
5. The steel concrete shear wall pre-assembled structure assembly type building of claim 1, characterized in that: the positioning holes (3) are connected with the fixing rods (4) in a sliding mode, and the fixing holes (6) are connected with the fixing rods (4) in a sliding mode.
6. The assembled building with the steel-concrete shear wall pre-assembled structure as claimed in claim 1, wherein: the structure of gusset plate (8) is hollow out construction, gusset plate (8) are installed the multiunit and are installed respectively on the outer wall of second connecting rod (7).
CN202220647996.5U 2022-03-23 2022-03-23 Steel concrete shear force wall is pieced together structure assembly type building in advance Expired - Fee Related CN217027480U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220647996.5U CN217027480U (en) 2022-03-23 2022-03-23 Steel concrete shear force wall is pieced together structure assembly type building in advance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220647996.5U CN217027480U (en) 2022-03-23 2022-03-23 Steel concrete shear force wall is pieced together structure assembly type building in advance

Publications (1)

Publication Number Publication Date
CN217027480U true CN217027480U (en) 2022-07-22

Family

ID=82412089

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220647996.5U Expired - Fee Related CN217027480U (en) 2022-03-23 2022-03-23 Steel concrete shear force wall is pieced together structure assembly type building in advance

Country Status (1)

Country Link
CN (1) CN217027480U (en)

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220722

CF01 Termination of patent right due to non-payment of annual fee