CN215254826U - Assembled block wall reinforcing apparatus - Google Patents
Assembled block wall reinforcing apparatus Download PDFInfo
- Publication number
- CN215254826U CN215254826U CN202121561091.8U CN202121561091U CN215254826U CN 215254826 U CN215254826 U CN 215254826U CN 202121561091 U CN202121561091 U CN 202121561091U CN 215254826 U CN215254826 U CN 215254826U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- channel steel
- block wall
- reinforcement
- bolts
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to the technical field of the assembly type structure, concretely relates to assembled block wall reinforcing apparatus. Comprises at least two pairs of reinforced channel steel; at least two sets of reinforcing bolts are arranged on each pair of reinforcing channel steel; the reinforcing channel steel is provided with reserved holes which are the same as the reinforcing bolts in number and used for installing the reinforcing bolts; the positions of the reserved holes on each reinforcing channel steel of the same pair correspond to one another; the reinforcing bolts are matched with the reserved holes, and the reinforcing channel steel is used for reinforcing the assembled block wall. The utility model has the characteristics of simple structure facilitates the use, and high strength, prevent the fracture, prevent horizontal atress to and can hoist and mount at construction site safety.
Description
Technical Field
The utility model belongs to the technical field of the construction engineering, concretely relates to assembled block wall reinforcing apparatus.
Background
The assembled block wall has wide application value in the field of building engineering research, but the prior block component is lack of a reinforcing device, is easy to break and damage, increases the unsafety of site installation in a construction site, increases the materials and working hours for repairing the broken and damaged part subsequently, and leads to the increase of cost. Aiming at the problems, corresponding wall reinforcing devices are also produced in the market for coping. However, the existing wall reinforcing device has the following disadvantages: the existing reinforcing material is low in strength, abrasion is easily generated in the transportation process, the reinforcing is caused to fail, and then the wall body is broken and falls off, so that the safety in the transportation process is influenced.
Therefore, it is necessary to design a fabricated block wall reinforcing device which has high strength, prevents fracture, prevents transverse stress and can be safely hoisted on a construction site.
For example, chinese utility model patent that application number is cn201922424636.x a masonry wall shear reinforcement device, including former masonry wall, implant former masonry wall and evenly arranged tie bar and spiral claw, press wipe in the high ductility concrete surface course on former masonry wall surface, arrange in the inside multilayer fibre net check cloth of high ductility concrete surface course, its characterized in that: the original masonry wall is one of a masonry brick wall, a building block masonry wall, a hollow building block wall and an autoclaved aerated concrete masonry wall. Although the apparatus utilizes the good toughness and damage resistance of high ductility concrete and the high tensile strength and corrosion resistance characteristics of the fiber mesh cloth, can form effective constraint action on the wall body, obviously improve the shear-resistant bearing capacity and the integrity of the brick wall, meanwhile, the high-ductility concrete is used as a protective layer of the fiber mesh cloth, so that the defect that an adhesive material used by the fiber mesh cloth cannot resist high temperature can be overcome, the fiber mesh cloth can be stressed more uniformly due to the characteristics of multi-crack development and strain hardening under tensile stress of the high-ductility concrete, the good reinforcing effect of the two materials can be fully exerted, but the shear reinforcement device has the disadvantages that the whole structure is more complex, and the shear reinforcement device aims at several special block walls and has certain limitations, meanwhile, the problem of reinforcement failure caused by easy abrasion in the transportation process cannot be effectively solved.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome prior art, current reinforcing material intensity is low, produces wearing and tearing easily in the transportation, leads to consolidating the inefficacy, and then the wall body breaks off, drops, influences the problem of the security in the transportation, provides a simple structure, facilitates the use, and high strength, prevent the fracture, prevent horizontal atress to and can be at the assembled blockwall reinforcing apparatus of construction site safe hoist and mount.
In order to achieve the purpose of the utility model, the utility model adopts the following technical scheme:
the assembly type block wall reinforcing device comprises at least two pairs of reinforcing channel steel; at least two sets of reinforcing bolts are arranged on each pair of reinforcing channel steel; the reinforcing channel steel is provided with reserved holes which are the same as the reinforcing bolts in number and used for installing the reinforcing bolts; the positions of the reserved holes on each reinforcing channel steel of the same pair correspond to one another; the reinforcing bolts are matched with the reserved holes, and the reinforcing channel steel is used for reinforcing the assembled block wall.
Preferably, the reinforcing channels are all long.
Preferably, the cross section of the reinforcing channel steel is U-shaped or L-shaped, and a groove is formed in the middle of the reinforcing channel steel.
Preferably, the reserved holes are all located in the grooves.
Preferably, the reserved holes are distributed in the grooves of the reinforcing channel steel at equal intervals.
Preferably, the bolt holes are distributed in the groove of the main rod at equal intervals.
Preferably, the length of each reinforcing bolt is greater than the thickness of the reinforcing channel steel.
Preferably, each of the reinforcing channels of the same pair are connected to each other by a reinforcing bolt.
Compared with the prior art, the utility model, beneficial effect is: (1) the utility model is convenient to install, and only needs to punch holes on the assembled block wall in advance, attach two channel steels to the wall surface tightly, and pass through the bolt to tighten the nut; (2) the utility model can be rigidly connected with the wall body, so that the stability of the wall body is greatly increased, the possibility of safety accidents caused by easy breakage of the wall buttress in the transportation process can be effectively prevented, and the safety in site hoisting is also enhanced; (3) the utility model discloses can prevent that the lateral collision wall body fracture, damage from dropping to the incident has been avoided.
Drawings
Fig. 1 is a schematic structural view of an assembly block wall reinforcing device in embodiment 1 of the present invention;
fig. 2 is a schematic structural view of the assembly block wall reinforcing device according to embodiment 1 of the present invention, which is used for reinforcing a window wall pier;
fig. 3 is a schematic structural view of the assembly block wall reinforcing device according to embodiment 2 of the present invention;
fig. 4 is a schematic structural diagram of the assembly type block wall reinforcing apparatus in embodiment 2 of the present invention for reinforcing a whole wall.
In the figure: the steel reinforcement channel comprises a reinforcement channel steel 1, a reinforcement bolt 2 and a reserved hole 3.
Detailed Description
In order to more clearly illustrate the embodiments of the present invention, the following description will explain embodiments of the present invention with reference to the accompanying drawings. It is obvious that the drawings in the following description are only examples of the invention, and that for a person skilled in the art, other drawings and embodiments can be obtained from these drawings without inventive effort.
Example 1:
the prefabricated block wall reinforcement device shown in fig. 1 comprises two pairs of reinforcing channel steel 1; three sets of reinforcing bolts 2 are arranged on each pair of reinforcing channel steel; the reinforcing channel steel is provided with reserved holes 3 which are the same as the reinforcing bolts in number and used for installing the reinforcing bolts; the positions of the reserved holes on each reinforcing channel steel of the same pair correspond to one another; the reinforcing bolts are matched with the reserved holes, and the reinforcing channel steel is used for reinforcing the assembled block wall.
In fig. 1, each reinforcing channel steel is provided with 3 reserved holes. The reinforcing bolt includes a screw and a nut.
Furthermore, the reinforcing channel steel is strip-shaped. The rectangular reinforcing channel steel is favorable for better reinforcing the assembled block wall in the vertical direction.
Furthermore, the section of the reinforced channel steel is U-shaped or L-shaped, and a groove is arranged in the middle of the reinforced channel steel. The U-shaped or L-shaped reinforcing channel steel can be convenient for operators to take the reinforcing channel steel in the process of reinforcing the fabricated block wall.
Furthermore, the reserved holes are all located in the grooves. In fig. 1, 3 reserved holes are arranged in the groove of the reinforcing channel steel and are respectively positioned at the top, the middle and the bottom of the reinforcing channel steel. The reserved hole is located in the groove, so that the groove can protect the reserved hole, the reserved hole is prevented from being damaged, and the service life of the reinforced channel steel is prolonged.
Furthermore, each reserved hole is distributed in the groove of the reinforced channel steel at equal intervals, so that pressure can be applied to the assembly type block wall uniformly, and the stability of reinforcement is ensured.
Furthermore, the length of the reinforcing bolt is larger than the thickness of the reinforcing channel steel, so that the reinforcing bolt can penetrate through the reinforcing channel steel and can enter the assembled block wall body conveniently.
Furthermore, each reinforcing channel steel of the same pair is connected with each other through a reinforcing bolt. When the prefabricated block wall is reinforced, the prefabricated block wall is positioned between the two reinforcing channel steel of the same pair. And every reinforcing channel-section steel of the same pair can be used for further increasing the reinforcing effect of reinforcing the channel-section steel to the prefabricated block wall through strengthening bolt interconnect.
The specific reinforcing and mounting effect diagram is shown in fig. 2.
Fig. 2 is directed to reinforcement of a window wall jamb, and in fig. 2, two pairs of reinforcing channel steels are used, which are respectively located at the left and right sides of the window wall jamb, for maintaining the balance of the reinforcing force. The two reinforcing channel steels are connected together through reinforcing bolts in the reserved holes.
Example 2:
as shown in fig. 3, the difference from embodiment 1 is that two sets of reinforcing bolts are provided for each pair of reinforcing channels.
The specific reinforcing and mounting effect diagram is shown in fig. 4.
Fig. 4 is directed to the reinforcement of the whole wall, and in fig. 4, two pairs of reinforcing channels are also used, respectively located at the left and right sides of the whole wall, for maintaining the balance of the reinforcing force. The two reinforcing channel steels are also connected together through reinforcing bolts in the reserved holes.
The utility model discloses an use the installation as follows:
holes matched with the reinforcing bolts are drilled on the assembled block wall body in advance by using a percussion drill. And then, one side of the assembly type block wall body is aligned to the hole by using one reinforcing channel steel and is attached to the wall surface, reinforcing bolts penetrate through the reinforcing channel steel and the assembly type block wall body, and meanwhile, the other reinforcing channel steel of the same pair is attached to the other wall surface. And finally, the nut in the reinforcing bolt is arranged, and the nut is screwed tightly by using an electric tool, so that the reinforcing operation of the device is completed.
The utility model is convenient to install, and only needs to punch holes on the assembled block wall in advance, attach two channel steels to the wall surface tightly, and pass through the bolt to tighten the nut; the utility model can be rigidly connected with the wall body, so that the stability of the wall body is greatly increased, the possibility of safety accidents caused by easy breakage of the wall buttress in the transportation process can be effectively prevented, and the safety in site hoisting is also enhanced; the utility model discloses can prevent that the lateral collision wall body fracture, damage from dropping to the incident has been avoided.
The foregoing has been a detailed description of the preferred embodiments and principles of the present invention, and it will be apparent to those skilled in the art that variations may be made in the specific embodiments based on the concepts of the present invention, and such variations are considered as within the scope of the present invention.
Claims (7)
1. The fabricated block wall reinforcing device is characterized by comprising at least two pairs of reinforcing channel steel; at least two sets of reinforcing bolts are arranged on each pair of reinforcing channel steel; the reinforcing channel steel is provided with reserved holes which are the same as the reinforcing bolts in number and used for installing the reinforcing bolts; the positions of the reserved holes on each reinforcing channel steel of the same pair correspond to one another; the reinforcing bolts are matched with the reserved holes, and the reinforcing channel steel is used for reinforcing the assembled block wall.
2. The fabricated block wall reinforcement of claim 1, wherein the reinforcement channels are each elongated.
3. The assembly type block wall reinforcement device according to claim 1, wherein the reinforcing channel steel has a U-shaped or L-shaped cross section and a groove is formed in the middle.
4. The assembly block wall reinforcement of claim 3, wherein the preformed holes are all located within the groove.
5. The assembly block wall reinforcement of claim 4, wherein the preformed holes are equally spaced within the channel of the reinforcement channel.
6. The fabricated block wall reinforcement of any one of claims 1-5, wherein the reinforcement bolts each have a length greater than a thickness of the reinforcement channel.
7. The fabricated block wall reinforcement of claim 6, wherein each of the reinforcement channels of the same pair are interconnected by a reinforcement bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121561091.8U CN215254826U (en) | 2021-07-09 | 2021-07-09 | Assembled block wall reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121561091.8U CN215254826U (en) | 2021-07-09 | 2021-07-09 | Assembled block wall reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215254826U true CN215254826U (en) | 2021-12-21 |
Family
ID=79490496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121561091.8U Active CN215254826U (en) | 2021-07-09 | 2021-07-09 | Assembled block wall reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215254826U (en) |
-
2021
- 2021-07-09 CN CN202121561091.8U patent/CN215254826U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102852244B (en) | Detachable self-resetting type energy-dissipation coupling beam | |
| CN108643602B (en) | Outsourcing anchor steel reinforced structure suitable for concrete beam column node | |
| CN201169752Y (en) | Steel structure anchoring steering system of external prestress for reinforcing old bridge | |
| CN205955261U (en) | Prestressed wire rope curved scissors reinforcing concrete T roof beam | |
| CN106930436B (en) | Reinforced concrete shear wall with built-in prestressed steel diagonal bracing | |
| KR20070046581A (en) | A prestressing anchorage system of carbon fiber reinforced polymer plate for flexural strengthening of rc structures and method using it | |
| CN215254826U (en) | Assembled block wall reinforcing apparatus | |
| CN101463590B (en) | External prestress steel structure and reinforcing means for reinforcing old bridge | |
| CN110924522B (en) | Steel plate interface connecting structure and connecting method for reinforced concrete beam and column | |
| CN111074774A (en) | Replaceable combined bridge deck and construction method thereof | |
| CN214091138U (en) | FRP cloth and wire rope prestressing force reinforcing circular cross section timber beams device | |
| CN216920070U (en) | Carbon fiber cloth anchoring system for bridge reinforcement | |
| CN108797583B (en) | Anti-seismic prestressed anchor cable and construction method thereof | |
| CN113863295A (en) | Anti-seismic anti-cracking precast concrete pile and processing method thereof | |
| CN113653359A (en) | Newly-added beam and existing column joint annular steel plate hoop conversion connection structure | |
| CN206859464U (en) | The attachment means of fabricated shear wall horizontal joint | |
| DE102008044918A1 (en) | Coupling sleeve for cleansing coupled anchor for strand clamping method with connection for inserting in engineering work, e.g. bridge and tower, has standard force-locked construction for connecting two sheathed tendons | |
| CN215443237U (en) | Door and window opening of masonry structure reinforced by C-shaped steel | |
| CN215330734U (en) | A damper and concrete shock attenuation infilled wall for infilled wall | |
| CN103334424A (en) | Manufacturing and installation technology for steel rail and steel rail slide-resistant pile | |
| CN218597831U (en) | Novel civil and industrial building wall body reinforced structure | |
| CN214220698U (en) | Beam slab reinforced structure | |
| CN217841008U (en) | Reinforced structure that shear force wall node concrete intensity is not enough | |
| CN216949012U (en) | Building engineering board with honeycomb net cage | |
| CN115595901B (en) | Method for reinforcing arch springing of upper bearing arch bridge based on cable structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |