Anti-seismic bricked chimney
By installing horizontal ring plates and reinforcing rods on brick chimneys, the problems of cumbersome construction and poor aesthetics in existing technologies are solved, achieving the effects of simplified construction, improved seismic resistance, and enhanced aesthetics.
Patent Information
- Application Number
- CN202422562339.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-23
- Publication Date
- 2025-10-17
- Estimated Expiration
- 2034-10-23
AI Technical Summary
Existing brick chimneys require the addition of concrete ring beams and structural columns in earthquake-resistant construction, which leads to complicated construction procedures, extended construction period, and affects aesthetics.
Horizontal ring plates are evenly embedded along the height direction on the brick chimney body. The ring plates are composed of arc plates and arc-shaped inner baffles. They are connected by reinforcing rods and connecting bolts. The grouting through holes improve the connection strength and replace the concrete ring beam.
Simplify the construction process, reduce costs, improve shear resistance, seismic resistance and overall stability, and enhance the aesthetics of the facade.
Smart Images
Figure CN223446550U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to chimney construction technical field especially is involved in a kind of anti-seismic brick chimney. BACKGROUND
[0002] Brick chimney is built by clay brick and cement lime mortar (i.e. masonry mortar), its cylinder wall is usually designed into truncated cone, the slope of cylinder wall is generally 2%~3%, section height should not be more than 15m, when the inner diameter of cylinder wall is less than or equal to 3.5m, the minimum thickness of its cylinder wall should be 240mm, when the inner diameter of cylinder wall is greater than 3.5m, the minimum thickness of its cylinder wall should be 370mm.
[0003] The anti-seismic structure of existing brick chimney is to increase concrete ring beam and concrete structure column in chimney construction, so as to improve the shear resistance, seismic capacity and overall stability of brick masonry structure. Increasing concrete ring beam and concrete structure column makes the whole construction process more complicated, greatly prolongs construction period; in addition, when brick chimney is used as landscape building, the increased concrete ring beam and concrete structure column are easy to be exposed, thereby affecting the facade effect of whole chimney and reducing overall aesthetic appearance. SUMMARY
[0004] The utility model aims at the defects of prior art, provide a kind of anti-seismic brick chimney.
[0005] To achieve the above object, the utility model can adopt the following technical solutions:
[0006] The anti-seismic brick chimney, including brick chimney body, is uniformly spaced and buried with multiple layers of horizontal ring plates along the height direction on the brick chimney body, each layer of the horizontal ring plate is formed by butt joint of a pair of arc plates;The inner edge of each arc plate is welded with an arc-shaped inner baffle plate close to the inner wall of the brick chimney body, and the upper and lower adjacent arc-shaped inner baffle plates are connected into one by the vertically arranged reinforcing connecting rod;The outer edge of each arc plate is welded with an arc-shaped outer baffle plate close to the outer wall of the brick chimney body, and the arc-shaped outer baffle plate and the arc-shaped inner baffle plate form a brick chimney clamping groove on the upper and lower sides of the arc plate, and the outer wall of each arc-shaped outer baffle plate is provided with a connecting block at both ends, and the two connecting blocks on the same side of the brick chimney body are connected into one by connecting bolts.
[0007] Further, a plurality of pairs of mortar permeation through holes are uniformly and spaced arranged on each arc plate along the circumference of the brick chimney body, so that the masonry mortar can pass through the mortar permeation through holes to connect the brick chimneys on the upper and lower sides of the arc plate into one, greatly improve the connection strength of the arc plate and the brick chimney, improve the horizontal shear resistance, and effectively prevent the horizontal sliding of the brick chimney.
[0008] The utility model discloses a replace the conventional anti-seismic measure of concrete ring beam and concrete structure column, reduce the formwork reinforcement, formwork dismounting and the complicated process such as concrete pouring in the construction process, reduce the construction cost, improve construction efficiency, can also promote the shear, anti-seismic capacity and overall stability of brick chimney, promote the appearance of chimney facade. BRIEF DESCRIPTION OF DRAWINGS
[0009] Figure 1 It is the structural schematic diagram of the utility model.
[0010] Figure 2 It is Figure 1 It is the structure schematic diagram of each layer horizontal ring plate.
[0011] Figure 3 It is Figure 2 It is the axial side view of one side arc plate (hidden connecting block) in the utility model.
[0012] Figure 4 It is Figure 2 It is the connecting schematic diagram of connecting block and connecting bolt in the utility model. DETAILED DESCRIPTION
[0013] The technical scheme in the utility model embodiments will be described clearly and completely below in conjunction with the drawings in the utility model embodiments. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.
[0014] It should be noted that all directionality indications (such as up, down, left, right, front, back, etc.) in the utility model embodiments are only used to explain the relative position relationship, movement condition, etc. between components in a certain specific posture (as shown in the drawings). If the specific posture changes, the directionality indications also change accordingly.
[0015] As Figures 1-4 Indicated, the anti-seismic type brick chimney of the utility model, including the brick chimney body 1, is uniformly interval buried with multiple layers horizontal ring plate along the height direction on the brick chimney body 1, and each layer horizontal ring plate is formed by the butt joint of a pair of arc plate 2, and the layer number of horizontal ring plate is determined by the actual masonry height of the brick chimney body 1, and generally needs to bury a layer of horizontal ring plate every two meters interval.
[0016] An arc-shaped inner baffle plate 3 is welded to the inner side edge of each arc plate 2 constituting the horizontal ring plate, and the arc plate 2 is welded to the middle part of the arc-shaped inner baffle plate 3, and the length of the arc-shaped inner baffle plate 3 should be consistent with the length of the inner side edge of the arc plate 2; in addition, the two adjacent arc-shaped inner baffle plates 3 are connected into one body through the vertically arranged reinforcing connecting rods 4, and the reinforcing connecting rods 4 are multiple, and are arranged uniformly and spaced apart along the inner wall of the brick chimney body 1, so as to improve the integrity and the anti-seismic strength between the two adjacent arc-shaped inner baffle plates 3.
[0017] An arc-shaped outer baffle plate 5 is welded to the outer side edge of each arc plate 2 constituting the horizontal ring plate, and the arc plate 2 is welded to the middle part of the arc-shaped outer baffle plate 5, and the length of the arc-shaped outer baffle plate 5 should be consistent with the length of the outer side edge of the arc plate 2; in addition, the height of the arc-shaped outer baffle plate 5 is consistent with the height of the arc-shaped inner baffle plate 3, so that the brick chimney clamping groove 6 is formed between the arc-shaped outer baffle plate 5 and the arc-shaped inner baffle plate 3 on the upper and lower sides of the arc plate 2, and when the brick chimney is built, the upper and lower edges of each section of the brick chimney body 1 can be partially built into the brick chimney clamping groove 6, so that the arc-shaped inner baffle plate 3 and the arc-shaped outer baffle plate 5 can be tightly attached to the inner and outer walls of the brick chimney body 1, and the arc-shaped inner baffle plate 3 arranged on the two arc plates 2 of each horizontal ring plate can form an inner clamping ring which is tightly attached to the inner wall of the brick chimney body 1, and the arc-shaped outer baffle plate 5 arranged on the two arc plates 2 of each horizontal ring plate can form an outer clamping ring which is tightly attached to the outer wall of the brick chimney body 1, so as to stably clamp the upper and lower edges of each section of the brick chimney body 1.
[0018] In addition, a connecting block 7 is arranged at the outer wall of each arc-shaped outer baffle plate 5, and the two connecting blocks 7 located on the same side of the brick chimney body 1 are matched and connected into one body through a connecting bolt 8, so that the gap between the end portions of the two arc-shaped outer baffle plates 5 when they are tightly attached to the outer wall of the brick chimney body 1 can be easily overcome by adjusting the connecting bolt 8, and it is ensured that the arc-shaped outer baffle plates 5 can be stably clamped on the outer wall of the brick chimney body 1.
[0019] Further, in order to improve the connection stability of the arc plate 2 and the brick chimney body 1, a plurality of pairs of mortar permeable through holes 9 are uniformly and spaced apart arranged on each arc plate 2 along the circumference of the brick chimney body 1, so that when the brick chimney body 1 is built on the upper and lower sides of the arc plate 2, the building mortar can pass through the mortar permeable through holes 9 to connect the bricks laid on the upper and lower sides of the arc plate 2 into one body, greatly improving the connection strength of the arc plate 2 and the brick chimney body 1, improving the horizontal direction shear resistance of the brick chimney body 1 at the position of the arc plate 2, and effectively avoiding the horizontal sliding of each section of the brick chimney body 1.
[0020] Taking a brick chimney with a wall thickness of 370mm as an example, first use a 10mm thick steel plate to process a horizontal ring plate. The width of the horizontal ring plate is 370mm, which is consistent with the wall thickness of the brick chimney. The inner diameter of the horizontal ring plate should be determined according to the inner diameter of the brick chimney (that is, the inner diameter of the horizontal ring plate is the same as the inner diameter of the brick chimney where the horizontal ring plate is laid). Then the horizontal ring plate is divided into two and cut into a pair of arc plates 2 along the diameter, and an arc-shaped inner baffle 3 with a thickness of 10 mm and a height of 50 mm is welded on the inner edge of each arc plate 2, and an arc-shaped outer baffle 5 with a thickness of 10 mm and a height of 50 mm is welded on the outer edge of each arc plate 2; then a plurality of grouting holes 9 with a diameter of 80 mm are opened on each arc plate 2 at even intervals along the circumference, and the grouting holes 9 can be opened in two circles, one circle close to the arc-shaped inner baffle 3, and the other circle close to the arc-shaped outer baffle 5; then connecting blocks 7 are welded at both ends of the outer wall of each arc-shaped outer baffle 5, and perforations are opened on the connecting blocks 7; finally, a plurality of round steel bars with a rod diameter of 20 mm are cut as reinforcement rods 4. The length of the reinforcement rods 4 depends on the situation, and they are welded layer by layer between the two adjacent arc-shaped inner baffles 3 when the brick chimney body 1 is actually built.
[0021] When actually laying the brick chimney body 1, first lay the brick chimney body 1 from the ground upwards section by section, and the height of each section depends on the overall height of the brick chimney body 1. When the first section of the brick chimney body 2 from bottom to top is completed, a pair of arc plates 2 can be laid on its top surface. The two arc plates 2 are butted together to form a horizontal ring plate located on the section of the brick chimney body 1. At this time, the brick chimney groove 6 located on the lower side of the arc plate 2 can just fix the upper edge of the section of the brick chimney body 1; then the second section of the brick chimney body 1 can be continued to be laid on the side of the arc plate 2, ensuring that the lower edge of the second section of the brick chimney body 1 is laid in the brick chimney groove 6 on the upper side of the arc plate 2; when paving the second section of the brick chimney body 1, lay in The masonry mortar in the brick chimney slot 6 on the upper side of the arc plate 2 will flow through the mortar-permeable holes 9 to the upper edge of the brick chimney body 1 below the arc plate 2, thereby forming a stable connection at the junction of the upper and lower sections of the brick chimney body 1; at the same time, a reinforcing rod 4 should be welded between the upper and lower adjacent arc-shaped inner baffles 3, and the reinforcing rod 4 is located on the inner side of the brick chimney body 1, so that the upper and lower adjacent arc-shaped inner baffles 3 are connected as a whole; finally, the two connecting blocks 7 on the same side of the brick chimney body 1 are connected by connecting bolts 8, effectively eliminating the gap at the ends of the two arc-shaped outer baffles 5 on the same layer when they are attached to the outer wall of the brick chimney body 1, and improving the stability of the two arc-shaped outer baffles 5 on the outer wall of the brick chimney body 1. The entire construction process can reduce tedious processes, reduce construction costs, and improve construction efficiency. At the same time, it can also improve the shear resistance, earthquake resistance and overall stability of the brick chimney and improve the aesthetics of the chimney facade.
Claims
1. An earthquake-resistant brick chimney, comprising a brick chimney body, characterized in that: Multiple layers of horizontal ring plates are embedded in the brick chimney body at even intervals along the height direction, and each layer of the horizontal ring plates is formed by a pair of arc plates being butted together; an arc-shaped inner baffle plate is welded on the inner edge of each of the arc plates, which is in close contact with the inner wall of the brick chimney body, and the two upper and lower adjacent arc-shaped inner baffle plates are connected as a whole by a vertically arranged reinforcement rod; an arc-shaped outer baffle plate is welded on the outer edge of each of the arc plates, which is in close contact with the outer wall of the brick chimney body, and brick chimney slots are formed on the upper and lower sides of the arc plate between the arc-shaped outer baffle plate and the arc-shaped inner baffle plate, and connecting blocks are provided at both ends of the outer wall of each arc-shaped outer baffle plate, and the two connecting blocks located on the same side of the brick chimney body are connected as a whole by connecting bolts.
2. The earthquake-resistant brick chimney according to claim 1, characterized in that: Each of the arc plates is provided with a plurality of pairs of grouting through holes which are evenly spaced along the circumference of the brick chimney body.