Building reinforcing device
By combining steel tension plates and expansion bolt sleeves, the problems of low efficiency and poor sealing performance of existing building reinforcement methods are solved, achieving efficient and stable wall reinforcement.
Patent Information
- Application Number
- CN202422755691.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-12
- Publication Date
- 2025-12-16
- Estimated Expiration
- 2034-11-12
AI Technical Summary
Existing building reinforcement methods are inefficient, have poor sealing performance, are difficult to effectively reach deep into cracks, and have insufficient reinforcement capacity.
The structure adopts a combination of steel tension plate and expansion bolt sleeve. The steel tension plate is equipped with a main grouting groove and an annular grouting groove. Combined with the expansion section and equal diameter section of the expansion bolt sleeve, the cracks and gaps in the wall are filled by high-pressure grouting.
It improves reinforcement strength, reduces grouting difficulty, enhances sealing and reinforcement capacity, and forms a stable connection structure.
Smart Images
Figure CN223675887U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to building reinforcing technical field, especially building reinforcing device. BACKGROUND
[0002] After the building time is longer, the wall surface is easy to produce the crack, the existing reinforcing mode generally adopts the way of grouting filling, on one hand, grouting is inconvenient, can only carry out separately locally, and the efficiency is low, and the sealing performance is poor, so grouting is very difficult to enter the deep place of the crack, secondly, the reinforcing capacity is weak by simply relying on the grouting mode, and the wall surface will still crack once the follow-up deformation. SUMMARY
[0003] The utility model solves the technical problem in the above background technical field to provide a building reinforcing device.
[0004] The utility model discloses a technical scheme:
[0005] A building reinforcing device, including steel pull plate and a plurality of expansion screw bushings, the steel pull plate rear face along the center line symmetry is seted up main grouting groove, and is seted up with the grouting hole of the communication of main grouting groove on the steel pull plate front face, the steel pull plate rear face is located main grouting groove both sides symmetry and is welded with a plurality of groups of expansion screw bushings, the steel pull plate is seted up annular grouting groove around expansion screw bushing, and annular grouting groove is connected to main grouting groove respectively through the drainage channel.
[0006] Further, the depth of the annular grouting groove, the main grouting groove and the drainage channel is consistent, which is 3-4mm, and the thickness of the steel pull plate is 10-12mm.
[0007] Further, the expansion screw bushing is composed of an expansion section and a constant diameter section, the peripheral wall of the top end of the constant diameter section is welded integrally with the steel pull plate, the peripheral wall of the expansion section is composed of a plurality of intersecting spherical surfaces, and the expansion opening is vertically formed on the peripheral wall of the expansion section.
[0008] Further, the diameter of the spherical surface of the peripheral wall of the expansion section is greater than the diameter of the constant diameter section, and the diameter of the annular grouting groove is greater than the diameter of the spherical surface of the peripheral wall of the expansion section.
[0009] The utility model has the advantages that:
[0010] The utility model reinforces the position of the crack by the cooperation and traction of the steel pull plate and the expansion screw bushing, which has greater strength compared with the simple grouting, the steel pull plate has the main grouting groove and the annular grouting groove on the inner side, forms a relatively closed structure, can simultaneously fill the grouting in the gap of the wall surface and the gap between the drill hole and the expansion screw bushing, thereby greatly reducing the difficulty of grouting and enhancing the reinforcing capacity. BRIEF DESCRIPTION OF DRAWINGS
[0011] Figure 1The utility model discloses a three-dimensional structure schematic diagram.
[0012] Figure 2 For Figure 1 The partial A in the schematic diagram is enlarged.
[0013] In the drawing: 1-steel pull plate, 11-main grouting groove, 12-drainage channel, 13-annular grouting groove, 14-grouting hole, 2-inflatable screw sleeve, 21-expanding section, 211-spherical surface, 212-expanding opening, 22-equal diameter section. DETAILED DESCRIPTION
[0014] The utility model discloses a three-dimensional structure schematic diagram.
[0015] As Figures 1-2 Indicated:
[0016] A building reinforcing device, including steel pull plate 1 and a plurality of inflatable screw sleeves 2, steel pull plate 1 rear along center line symmetry and be equipped with main grouting groove 11, and be equipped with grouting hole 14 with main grouting groove 11 intercommunication on steel pull plate 1 front, steel pull plate 1 rear is located main grouting groove 11 both sides symmetry and be equipped with a plurality of groups of inflatable screw sleeves 2, steel pull plate 1 is equipped with annular grouting groove 13 around inflatable screw sleeve 2, and annular grouting groove 13 is connected to main grouting groove respectively through drainage channel 12.
[0017] The utility model discloses a three-dimensional structure schematic diagram.
[0018] Before construction, according to the crack position, first open the installation slot, so that the crack is located in the corresponding area of the main grouting groove 11 of the steel pull plate 1, the depth is consistent with the thickness of the steel pull plate 1, then the position of the expansion sleeve 2 on the wall is positioned, then the hole is punched, the expansion sleeve 2 is aligned and nailed, until the steel pull plate 1 is embedded in the slot, then the screws are sequentially nailed into the expansion sleeve 2 to complete the fixing, then the high-grade cement mortar is injected into the high-pressure grouting hole 14, the cement mortar will enter the main grouting groove 11 and then seep into the crack of the wall to fill the crack, at the same time, the cement mortar will enter the annular grouting groove 13 along the drainage channel 12 to fill the gap between the drill hole and the expansion sleeve 2, and further reinforce the connection strength, wherein the depth of the annular grouting groove 13, the main grouting groove 11 and the drainage channel 12 is consistent, which is 3-4mm, and the thickness of the steel pull plate 1 is 10-12mm.
[0019] The expansion sleeve 2 is composed of an expansion section 21 and a constant-diameter section 22, the peripheral wall of the top end of the constant-diameter section 22 is welded with the steel pull plate 1 as a whole, the peripheral wall of the expansion section 21 is composed of a plurality of intersecting spherical surfaces 211, and the expansion opening 212 is vertically arranged on the peripheral wall of the expansion section 21, considering the convenience of grouting, the diameter of the spherical surface 211 of the peripheral wall of the expansion section 21 is greater than the diameter of the constant-diameter section 22, and the diameter of the annular grouting groove 13 is greater than the diameter of the spherical surface 211 of the peripheral wall of the expansion section 21, so that not only the grouting is convenient, but also the mortise and tenon structure is formed in the constant-diameter section 22 after grouting, which greatly increases the anchoring force.
[0020] The embodiments of the utility model are described in detail in combination with the drawings, but the utility model is not limited to the described embodiments. For those skilled in the art, various changes, modifications, replacements and modifications can be made to these embodiments without departing from the principles and spirits of the utility model, and still fall within the protection scope of the utility model.
Claims
1. A building reinforcement device, characterized by: The steel pull plate is provided with a main grouting groove symmetrically opened along a center line at the back thereof, and a grouting hole communicated with the main grouting groove is opened at the front thereof; a plurality of groups of expansion bushings are symmetrically welded at the back of the steel pull plate at both sides of the main grouting groove; a ring-shaped grouting groove is opened around the expansion bushing, and the ring-shaped grouting groove is connected to the main grouting groove through a flow guide channel.
2. The building reinforcement apparatus of claim 1, wherein: The depth of the ring-shaped grouting groove, the main grouting groove and the flow guide channel is consistent, being 3-4 mm, and the thickness of the steel pull plate is 10-12 mm.
3. The building reinforcement apparatus of claim 1, wherein: The expansion bushing is composed of an expansion section and a constant-diameter section, the peripheral wall of the top end of the constant-diameter section is welded integrally with the steel pull plate, the peripheral wall of the expansion section is composed of a plurality of intersecting spherical surfaces, and an expansion opening is vertically formed on the peripheral wall of the expansion section.
4. The building reinforcement apparatus of claim 3, wherein: The diameter of the spherical surface of the peripheral wall of the expansion section is greater than the diameter of the constant-diameter section, and the diameter of the ring-shaped grouting groove is greater than the diameter of the spherical surface of the peripheral wall of the expansion section.