CN210105109U - Structure and building structure of lightweight concrete masonry for region with higher earthquake-resistant grade - Google Patents
Structure and building structure of lightweight concrete masonry for region with higher earthquake-resistant grade Download PDFInfo
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- CN210105109U CN210105109U CN201920129576.6U CN201920129576U CN210105109U CN 210105109 U CN210105109 U CN 210105109U CN 201920129576 U CN201920129576 U CN 201920129576U CN 210105109 U CN210105109 U CN 210105109U
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Abstract
The utility model discloses a lightweight concrete brickwork is used for structure and building structure in higher area of antidetonation level, relate to the building engineering field, the problem that cold area wall body shock strength is not enough, the construction procedure is loaded down with trivial details is solved, lightweight concrete brickwork is used for the structure in higher area of antidetonation level and includes brickwork, longitudinal reinforcement and transverse reinforcement, all be equipped with six through-holes on each brickwork, the longitudinal reinforcement and the transverse reinforcement that pass from the through-hole form netted frame construction in the brickwork inside, netted frame construction and brickwork constitute wholly, adopt cement mortar to fill between longitudinal reinforcement, transverse reinforcement and the brickwork, horizontal and vertical direction link up and connect, improve wall body strength; the construction process completes all the work of wall masonry construction, pointing, plastering of inner and outer walls, putty applying, coating of inner and outer walls and the like, and is suitable for wall construction of building structures in northern cold areas.
Description
Technical Field
The utility model relates to a building engineering field especially relates to lightweight concrete brickwork is used for structure and building structure in the higher area of antidetonation grade.
Background
The temperature in the north is always lower than that in the south, the requirement on the heat preservation of the wall body is always high, and the technology is greatly improved along with the social development. The new wall heat insulation materials appearing in society in recent years are more and more in variety, wherein aerated concrete blocks, steel wire mesh frame foam boards and small concrete hollow blocks are more applied. These materials are mostly foaming porous materials, can't compare with traditional brick body in intensity, and the shock strength is not enough.
And traditional wall body construction is mostly the construction many times, builds a wall earlier then carries out gap filling, brush ash, and coating paint at last, and the construction period is long, and the process is loaded down with trivial details, and in the cold area in the north, the drying effect of concrete is poor, influences the time limit for a project progress.
Therefore, we propose lightweight concrete masonry for use in structures and building structures in areas with higher seismic ratings to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to above-mentioned defect, provide the lightweight concrete brickwork and be used for structure and building structure in the higher area of antidetonation level to solve cold area wall body shock strength not enough, the loaded down with trivial details problem of construction procedure.
In order to achieve the above object, the utility model provides a following technical scheme:
the lightweight concrete masonry is used for a structure of an area with a higher earthquake-resistant grade and comprises masonry, longitudinal steel bars and transverse steel bars, wherein an upper horizontal through groove I and an upper horizontal through groove II are arranged on two sides of an X axis of the upper surface of the masonry in parallel, a second groove is arranged at the Y axis of the upper surface of the masonry, a first groove and a third groove are arranged on two sides of the second groove in parallel, a lower horizontal through groove I and a lower horizontal through groove II are arranged on two sides of the X axis of the lower surface of the masonry in parallel, a fifth groove is arranged at the Y axis of the lower surface of the masonry, and a fourth groove and a sixth groove are arranged on;
through holes are formed in six cross points of the upper horizontal through groove I and the upper horizontal through groove II and the first groove, the second groove and the third groove, and the upper horizontal through groove I, the upper horizontal through groove II, the first groove, the second groove and the third groove on the upper surface are communicated with the lower horizontal through groove I, the lower horizontal through groove II, the fourth groove, the fifth groove and the sixth groove on the lower surface through the through holes; longitudinal reinforcement is laid in the through-hole, and longitudinal reinforcement is the anchor connection in high-grade cement mortar, goes up the level and leads to all to be equipped with horizontal reinforcing bar in groove I and the logical II of the level of going up, and horizontal reinforcing bar and longitudinal reinforcement form frame construction.
As a further scheme of the utility model, the brickwork branch is equipped with outer wall face and interior wall.
As a further scheme of the utility model, the outer wall face is equipped with the outer wall coating, and outer wall coating material is concrete hardener and cement base neutral environmental protection exterior wall coating.
As a further scheme of the utility model, interior wall is equipped with interior wall coating, and interior wall coating material is concrete hardener and cement-based neutral environmental protection interior wall coating.
As a further scheme of the utility model, the degree of depth that the groove I and first slot were led to the level equals with the width distance and is 25mm, and the groove I is led to the level, the groove II is led to the level, the groove I is led to the level down and the structure that the groove II is led to the level is the same, and the structure of first slot, second slot, third slot, fourth slot, fifth slot and sixth slot is the same.
As a further proposal of the utility model, the diameter of the longitudinal steel bar is 6mm, and the upper end and the lower end are both provided with anchoring hooks.
To sum up, compared with the prior art, the utility model has the following beneficial effects: the lightweight concrete masonry structure for the area with higher earthquake resistance level forms a net-shaped frame structure in the masonry by utilizing the transverse steel bars and the longitudinal steel bars, the transverse steel bars and the masonry are filled with cement mortar, and the cement mortar is communicated in the horizontal direction and the vertical direction to improve the strength of the wall body.
Drawings
Fig. 1 is a schematic structural diagram of the utility model.
Fig. 2 is a front view of the utility model.
Fig. 3 is a plan view of the present invention.
Fig. 4 is a schematic view of the vertical reinforcement bar hooking structure of the utility model.
Reference numerals: 1-masonry, 2-outer wall surface, 3-inner wall surface, 401-upper horizontal through groove I, 402-upper horizontal through groove II, 403-lower horizontal through groove I, 404-lower horizontal through groove II, 5-first groove, 6-second groove, 7-third groove, 8-longitudinal steel bar, 9-transverse steel bar and 10-through hole.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.
Example 1
As shown in fig. 1 to 4, the lightweight concrete masonry is used for a structure of an area with a higher earthquake-resistant level, and comprises masonry 1, longitudinal steel bars 8 and transverse steel bars 9, wherein an upper horizontal through groove i 401 and an upper horizontal through groove ii 402 which penetrate through the masonry 1 are arranged on two sides of an X axis on the upper surface of the masonry 1 in parallel, a second groove 6 is arranged at a Y axis center line on the upper surface of the masonry 1, a first groove 5 and a third groove 7 are arranged on two sides of the second groove 6 in parallel, a lower horizontal through groove i 403 and a lower horizontal through groove ii 404 are arranged on two sides of the X axis on the lower surface of the masonry 1 in parallel, a fifth groove is arranged at a Y axis center line on the lower surface of the masonry 1, and a fourth groove and;
through holes 10 are formed in six cross points of the upper horizontal through groove I401 and the upper horizontal through groove II 402, the first groove 5, the second groove 6 and the third groove 7, and the upper horizontal through groove I401, the upper horizontal through groove II 402, the first groove 5, the second groove 6 and the third groove on the upper surface are communicated with the lower horizontal through groove I403, the lower horizontal through groove II 404, the fourth groove, the fifth groove and the sixth groove on the lower surface through the through holes 10; through-hole 10 is laid to the vertical reinforcing bar 8 that the diameter is 6mm, and the anchor is connected in the 8 high mark cement mortar of vertical reinforcing bar, goes up the level and leads to all to be equipped with horizontal reinforcing bar 9 in groove I401 and the groove II 402 that leads to of going up the level, and horizontal reinforcing bar 9 is connected with wall body steel bar column.
The depth and width distance of the upper horizontal through groove I401 and the first groove 5 are equal and 25mm, the upper horizontal through groove I401, the upper horizontal through groove II 402, the lower horizontal through groove I403 and the lower horizontal through groove II 404 are identical in structure, and the first groove 5, the second groove 6, the third groove 7, the fourth groove, the fifth groove and the sixth groove are identical in structure.
The diameter of the longitudinal steel bars 8 is 6mm, and the upper end and the lower end of each longitudinal steel bar are provided with anchoring hooks, so that the longitudinal steel bars 8 can be anchored and connected conveniently.
The outer wall coating is made of a concrete hardener and a cement-based environment-friendly outer wall coating, so that the treatment process of the outer wall surface is omitted, and the construction period is shortened.
The inner wall coating is made of a concrete hardener and a cement-based environment-friendly inner wall coating, so that the treatment process of the inner wall surface is omitted, and the construction period is shortened.
The construction steps are as follows:
step 1: inserting longitudinal steel bars 8 into through holes 10 of the lightweight concrete masonry, anchoring and connecting the longitudinal steel bars 8 in high-grade cement mortar, and filling cement mortar with the same grade in an upper horizontal through groove I401, an upper horizontal through groove II 402, a lower horizontal through groove I403, a lower horizontal through groove II 404, a first groove 5, a second groove 6, a third groove 7, a fourth groove, a fifth groove, a sixth groove and six through holes 10 and compacting;
step 2: the light concrete masonry is staggered and built, longitudinal steel bars 8 penetrate through the through holes 10, when one layer of building is completed, transverse steel bars 9 are placed in the upper horizontal through groove I401 and the upper horizontal through groove II 402, the longitudinal steel bars 8 and the transverse steel bars 9 are connected in a binding mode, and two ends of the transverse steel bars 9 are connected with wall steel bar columns;
and step 3: and (4) pointing the joint of the inner wall and the outer wall between the lightweight concrete masonry.
Example 2
As shown in fig. 1 to 4, the lightweight concrete masonry is used for a structure of an area with a higher earthquake-resistant level, and comprises masonry 1, longitudinal steel bars 8 and transverse steel bars 9, wherein an upper horizontal through groove i 401 and an upper horizontal through groove ii 402 which penetrate through the masonry 1 are arranged on two sides of an X axis on the upper surface of the masonry 1 in parallel, a second groove 6 is arranged at a Y axis center line on the upper surface of the masonry 1, a first groove 5 and a third groove 7 are arranged on two sides of the second groove 6 in parallel, a lower horizontal through groove i 403 and a lower horizontal through groove ii 404 are arranged on two sides of the X axis on the lower surface of the masonry 1 in parallel, a fifth groove is arranged at a Y axis center line on the lower surface of the masonry 1, and a fourth groove and;
through holes 10 are formed in six cross points of the upper horizontal through groove I401 and the upper horizontal through groove II 402, the first groove 5, the second groove 6 and the third groove 7, and the upper horizontal through groove I401, the upper horizontal through groove II 402, the first groove 5, the second groove 6 and the third groove on the upper surface are communicated with the lower horizontal through groove I403, the lower horizontal through groove II 404, the fourth groove, the fifth groove and the sixth groove on the lower surface through the through holes 10; through-hole 10 is laid to the longitudinal reinforcement 8 that the diameter is 6mm, and longitudinal reinforcement 8 is connected in the anchor of high-grade cement mortar, goes up the level and leads to all to be equipped with horizontal reinforcing bar 9 in groove I401 and the groove II 402 that leads to of going up the level, and horizontal reinforcing bar 9 is connected with wall body steel bar column.
The depth and width distance of the upper horizontal through groove I401 and the first groove 5 are equal and 25mm, the upper horizontal through groove I401, the upper horizontal through groove II 402, the lower horizontal through groove I403 and the lower horizontal through groove II 404 are identical in structure, and the first groove 5, the second groove 6, the third groove 7, the fourth groove, the fifth groove and the sixth groove are identical in structure.
The diameter of the longitudinal steel bars 8 is 6mm, and the upper end and the lower end of each longitudinal steel bar are provided with anchoring hooks, so that the longitudinal steel bars 8 can be anchored and connected conveniently.
The outer wall coating is made of a concrete hardener and a cement-based environment-friendly outer wall coating, so that the treatment process of the outer wall surface is omitted, and the construction period is shortened.
The inner wall coating is made of a concrete hardener and a cement-based environment-friendly inner wall coating, so that the treatment process of the inner wall surface is omitted, and the construction period is shortened.
The construction steps are as follows:
step 1: inserting longitudinal steel bars 8 into through holes 10 of the lightweight concrete masonry, anchoring and connecting the longitudinal steel bars 8 in high-grade cement mortar, and filling cement mortar with the same grade in an upper horizontal through groove I401, an upper horizontal through groove II 402, a lower horizontal through groove I403, a lower horizontal through groove II 404, a first groove 5, a second groove 6, a third groove 7, a fourth groove, a fifth groove, a sixth groove and six through holes 10 and compacting;
step 2: the light concrete masonry is staggered and built, longitudinal steel bars 8 penetrate through the through holes 10, when one layer of building is completed, transverse steel bars 9 are placed in the upper horizontal through groove I401 and the upper horizontal through groove II 402, the longitudinal steel bars 8 and the transverse steel bars 9 are connected in a binding mode, and two ends of the transverse steel bars 9 are connected with wall steel bar columns;
and step 3: and (4) pointing the joint of the inner wall and the outer wall between the lightweight concrete masonry.
Example 3
Use of a lightweight concrete masonry according to any one of embodiments 1-2 in an interior or exterior wall structure in a prefabricated residential building structure in northern cold regions for a structure in a region of higher seismic rating.
To sum up, the utility model discloses a theory of operation is: the lightweight concrete masonry structure used for the area with higher earthquake-resistant grade forms a net-shaped frame structure in the masonry 1 by utilizing the transverse steel bars 9 and the longitudinal steel bars 8, the transverse steel bars 9 and the masonry 1 are filled with cement mortar, and the horizontal steel bars and the vertical steel bars are in through connection in the horizontal direction and the vertical direction, so that the earthquake-resistant strength of the wall body is improved, the heat-insulating capacity of the wall body is improved by adopting heat-insulating materials, the structure is firm and durable, energy is saved, the manufacturing is easy, the cost is low, the inner surface and the outer surface of the masonry structure are smooth and level, the construction process is not required to be increased, the construction method is simple, the coating is already coated on the inner surface and the outer surface of.
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 invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The lightweight concrete masonry is used for a structure of an area with a higher earthquake-resistant grade, and comprises masonry (1), longitudinal steel bars (8) and transverse steel bars (9), wherein an upper horizontal through groove I (401) and an upper horizontal through groove II (402) are arranged on two sides of an X axis on the upper surface of the masonry (1) in parallel, a second groove (6) is arranged at the Y axis center line of the upper surface of the masonry (1), a first groove (5) and a third groove (7) are arranged on two sides of the second groove (6) in parallel, the lightweight concrete masonry is characterized in that a lower horizontal through groove I (403) and a lower horizontal through groove II (404) are arranged on two sides of the X axis on the lower surface of the masonry (1) in parallel, a fifth groove is arranged at the Y axis center line of the lower surface of the masonry (1);
go up horizontal logical groove I (401) and go up horizontal logical groove II (402) with six crosspoints of first slot (5), second slot (6) and third slot (7) are equipped with through-hole (10), through-hole (10) lead to groove I (401) with the last level of upper surface, go up horizontal logical groove II (402), first slot (5), second slot (6) and third slot lead to groove I (403) with the lower level of lower surface, lower horizontal logical groove II (404), the fourth slot, fifth slot and sixth slot intercommunication, longitudinal reinforcement (8) are laid in through-hole (10), it all is equipped with horizontal reinforcing bar (9) in logical groove I (401) of going up horizontal and logical groove II (402), horizontal reinforcing bar (9) and longitudinal reinforcement (8) form frame construction.
2. The lightweight concrete masonry unit according to claim 1 is used for the construction of areas with higher earthquake resistance level, characterized in that the masonry unit (1) is divided into an outer wall surface (2) and an inner wall surface (3).
3. The lightweight concrete masonry structure for the areas with higher earthquake resistance level according to the claim 2 is characterized in that the outer wall surface (2) is provided with an outer wall coating, and the material of the outer wall coating is concrete hardener and cement-based neutral environment-friendly outer wall coating.
4. The lightweight concrete masonry structure for the areas with higher earthquake resistance level according to the claim 3 is characterized in that the inner wall surface (3) is provided with an inner wall coating, and the material of the inner wall coating is concrete hardener and cement-based neutral environment-friendly inner wall paint.
5. The structure of the lightweight concrete masonry for areas with higher earthquake resistance levels according to claim 4, wherein the distance between the depth and the width of the upper horizontal through groove I (401) and the first groove (5) is equal to 25mm, the structures of the upper horizontal through groove I (401), the upper horizontal through groove II (402), the lower horizontal through groove I (403) and the lower horizontal through groove II (404) are the same, and the structures of the first groove (5), the second groove (6), the third groove (7), the fourth groove, the fifth groove and the sixth groove are the same.
6. The lightweight concrete masonry structure for areas with higher earthquake resistance level according to claim 5, wherein the diameter of the longitudinal steel bar (8) is 6mm, and the upper end and the lower end of the longitudinal steel bar are provided with anchoring hooks.
7. A building structure comprising the lightweight concrete masonry of any one of claims 1 to 6 for use in a structure for an area of higher seismic rating.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920129576.6U CN210105109U (en) | 2019-01-25 | 2019-01-25 | Structure and building structure of lightweight concrete masonry for region with higher earthquake-resistant grade |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920129576.6U CN210105109U (en) | 2019-01-25 | 2019-01-25 | Structure and building structure of lightweight concrete masonry for region with higher earthquake-resistant grade |
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| CN210105109U true CN210105109U (en) | 2020-02-21 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485663A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Structure of lightweight concrete masonry for region with higher earthquake-resistant grade and construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485663A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Structure of lightweight concrete masonry for region with higher earthquake-resistant grade and construction method |
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Granted publication date: 20200221 Termination date: 20220125 |