CN220539019U - Prefabricated assembled formwork-free building block wall constructional column structure - Google Patents
Prefabricated assembled formwork-free building block wall constructional column structure Download PDFInfo
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- CN220539019U CN220539019U CN202321550817.7U CN202321550817U CN220539019U CN 220539019 U CN220539019 U CN 220539019U CN 202321550817 U CN202321550817 U CN 202321550817U CN 220539019 U CN220539019 U CN 220539019U
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- column structure
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- shaped hollow
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- 238000010276 construction Methods 0.000 claims abstract description 23
- 238000009415 formwork Methods 0.000 claims abstract description 9
- 239000011449 brick Substances 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 5
- 239000002023 wood Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000011120 plywood Substances 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a prefabricated formwork-free building block wall constructional column structure, relates to the technical field of building construction, and in particular relates to a prefabricated formwork-free building block wall ring beam and constructional column structure prefabricated formwork-free building block wall constructional column structure. Through the setting of constructional column structure and collar tie beam structure, constructional column structure and collar tie beam structure are by prefabricated side U type hollow block and go up the hollow block of U type together with brick brickwork, avoided collar tie beam, constructional column construction progress to influence interior external wall whitewashed construction, practiced thrift constructional column formwork support, form removal, material receipts etc. simultaneously, shorten construction period greatly, the construction progress for adopt the hollow block of U type to build and replace plank sheathing formwork support, practiced thrift the cost of labor greatly, avoided waste and the loss such as plywood, wood purlin, counter-pulling screw rod simultaneously, practiced thrift the material cost.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a prefabricated formwork-free building block wall constructional column structure.
Background
At present, the construction industry at home and abroad has less research on the construction technology of the secondary component template. The method basically stays on the construction process of the traditional wood mould for reinforcing the formwork by the opposite-pulling screw, has the advantages of multiple working procedures and long working time, and simultaneously has the problems of slurry leakage, mould explosion, improper treatment of brick concrete juncture, easy hollowing and cracking and the like.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides a prefabricated formwork-free building block wall constructional column structure, which solves the problems in the prior art.
In order to achieve the above purpose, the utility model is realized by the following technical scheme: a prefabricated assembly type formwork-free building block wall constructional column structure comprises a sill, a wall body and a bearing wall, wherein one sides of the sill and the wall body are built on one side of the bearing wall, a constructional column structure is built on one side of the sill and one side of the wall body together, and a ring beam structure is built on the top of the wall body;
the constructional column structure comprises six side U-shaped hollow blocks, wherein the six side U-shaped hollow blocks are sequentially connected through cement mortar, one side of each side U-shaped hollow block is connected with a sill and a wall body, and a vertical cavity for pouring the constructional column is formed by the side U-shaped hollow blocks, the sill and the wall body together;
the ring beam structure comprises two upper U-shaped hollow blocks, the two upper U-shaped hollow blocks are sequentially connected, the two upper U-shaped hollow blocks and the bearing wall form a transverse cavity for pouring the ring beam, and four transverse reinforcing steel bars are arranged in the transverse cavity.
Optionally, the inside of vertical cavity is equipped with four vertical reinforcing bars, the surface of four vertical reinforcing bars overlaps jointly and is equipped with a plurality of stirrup.
Optionally, four bar planting holes matched with the transverse bars are formed in one side of the bearing wall, and one end of each transverse bar is fixedly connected in each bar planting hole through bar planting glue.
Optionally, the bottoming sill is built by concrete solid bricks, and the wall is built by aerated blocks.
Optionally, the surface winding of stirrup has the binding wire, the stirrup is fixed mutually with vertical reinforcing bar through the binding wire.
The utility model has at least the following beneficial effects:
through the setting of constructional column structure and collar tie beam structure, constructional column structure and collar tie beam structure are by prefabricated side U type hollow block and go up U type hollow block and brickwork together build together, avoided collar tie beam, constructional column construction progress to influence interior external wall plastering construction, simultaneously practiced thrift constructional column formwork, the form removal, material is received and is picked up etc. time, construction period has been shortened greatly, construction progress has been accelerated, adopt U type hollow block to build and replace wooden form formwork, the cost of labor has been practiced thrift greatly, simultaneously avoided the waste and the loss of plywood, wooden purlin, counter-pulling screw etc. has practiced thrift the material cost, the constructional column is pour incondenseness, explosive die, shaping quality is poor, the brick is mixed interface and is handled improper and is easily causes quality risks such as later stage plastering empty drum fracture, construction quality has been guaranteed.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It will be apparent to those skilled in the art from this disclosure that the drawings described below are merely exemplary and that other embodiments may be derived from the drawings provided without undue effort.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic top view of the present utility model;
FIG. 3 is a schematic view of a column structure according to the present utility model;
fig. 4 is a schematic structural view of the ring beam structure of the present utility model.
In the figure: 1. a sill is arranged; 2. a wall body; 3. constructing a column structure; 301. a side U-shaped hollow block; 302. a vertical cavity; 303. vertical steel bars; 304. stirrups; 4. a ring beam structure; 401. the upper U-shaped hollow building block; 402. a transverse cavity; 403. transverse steel bars; 5. and (5) a bearing wall.
Detailed Description
The structures, proportions, sizes, etc. shown in the present specification are shown only for the purposes of illustration and description, and are not intended to limit the scope of the utility model, which is defined by the claims, so that any structural modifications, proportional changes, or adjustments of size, which do not affect the efficacy of the utility model or the objects achieved, should fall within the scope of the utility model.
Referring to fig. 1 to 4, the present utility model provides a technical solution: a prefabricated assembled formwork-free block wall constructional column structure comprises a sill 1, a wall 2 and a bearing wall 5, wherein one sides of the sill 1 and the wall 2 are respectively built on one side of the bearing wall 5, a constructional column structure 3 is built on one sides of the sill 1 and the wall 2 together, a ring beam structure 4 is built on the top of the wall 2, the constructional column structure 3 and the ring beam structure 4 are respectively built by a prefabricated side U-shaped hollow block 301 and an upper U-shaped hollow block 401 together with a brick masonry through the arrangement of the constructional column structure 3 and the ring beam structure 4, so that the construction progress of the ring beam and the constructional column is prevented from influencing the construction of an inner wall and an outer wall by brushing, the construction of a formwork is saved, the construction period is shortened greatly, the construction progress is shortened greatly, the waste and the loss of a veneer board, a wood beam, a counter-pulling screw and the like are avoided, and the material cost is saved by adopting the U-shaped hollow block building to replace the wood formwork;
the constructional column structure 3 comprises six side U-shaped hollow blocks 301, the six side U-shaped hollow blocks 301 are sequentially connected through cement mortar, one side of each six side U-shaped hollow blocks 301 is connected with a sill 1 and a wall body 2, the side U-shaped hollow blocks 301, the sill 1 and the wall body 2 together form a vertical cavity 302 for pouring the constructional column, four vertical steel bars 303 are arranged in the vertical cavity 302, a plurality of stirrups 304 are sleeved on the outer surfaces of the four vertical steel bars 303 together, binding wires are wound on the outer surfaces of the stirrups 304, and the stirrups 304 are fixed with the vertical steel bars 303 through the binding wires;
the ring beam structure 4 comprises two upper U-shaped hollow blocks 401, wherein the two upper U-shaped hollow blocks 401 are sequentially connected, the two upper U-shaped hollow blocks 401 and the bearing wall 5 form a transverse cavity 402 for pouring the ring beam, and four transverse steel bars 403 are arranged in the transverse cavity 402;
referring to fig. 1 and 2, the sill 1 is built by concrete solid bricks, the wall 2 is built by aerated blocks, and when the wall 2 and the constructional column are built, the aerated blocks and the side U-shaped hollow blocks 301 should be built with attention to advance after retreat;
referring to fig. 1 and 2, four bar planting holes adapted to the transverse bars 403 are formed on one side of the bearing wall 5, one end of each transverse bar 403 is fixedly connected to the corresponding bar planting hole through a bar planting adhesive, the bar planting holes are drilled in the bearing wall 5 when bar planting is performed, then the bar planting holes Kong Qingsao are cleaned, then the bar planting adhesive is injected into the holes, finally the transverse bars 403 are inserted into the bar planting holes, and finally the fixing is waited.
Specifically, this prefabricated assembled is exempted from formwork building block wall body constructional column structure when during operation/during use: the side U-shaped hollow building blocks 301 and the upper U-shaped hollow building blocks 401 are manufactured in batch in a tool type in a factory, ready-mixed concrete is poured, the vibrating table is vibrated tightly, during construction, constructional column steel bars are bound firstly, the U-shaped hollow building blocks are built by adopting the U-shaped hollow building blocks and the filling wall building blocks synchronously, the U-shaped hollow building blocks are built at the ring beam positions firstly, then the steel bars are bound, the concrete is poured and vibrated tightly, the deviation of the flatness of the surfaces of the constructional column ring beam and the brick masonry body is small after the concrete is formed, the quality problems of concrete expansion mould, slurry leakage, honeycomb pitting surface and the like after the traditional constructional column ring beam is constructed are avoided, meanwhile, the processing problem of sponge strips used for preventing slurry leakage adhesion on a template is avoided, and the quality risk of empty drum cracking in post plastering construction is reduced.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 (5)
1. The utility model provides a prefabricated assembled exempts from formwork building block wall body constructional column structure, includes sill (1), wall body (2) and bearing wall (5), its characterized in that: one sides of the sill (1) and the wall body (2) are respectively built on one side of the bearing wall (5), a constructional column structure (3) is commonly built on one side of the sill (1) and one side of the wall body (2), and a ring beam structure (4) is built on the top of the wall body (2);
the constructional column structure (3) comprises six side U-shaped hollow blocks (301), the six side U-shaped hollow blocks (301) are sequentially connected through cement mortar, one side of each side U-shaped hollow block (301) is connected with a sill (1) and a wall body (2), and a vertical cavity (302) for pouring the constructional column is formed by the side U-shaped hollow blocks (301), the sill (1) and the wall body (2);
the ring beam structure (4) comprises two upper U-shaped hollow blocks (401), the two upper U-shaped hollow blocks (401) are sequentially connected, the two upper U-shaped hollow blocks (401) and the bearing wall (5) form a transverse cavity (402) for pouring the ring beam, and four transverse steel bars (403) are arranged in the transverse cavity (402).
2. The prefabricated formwork-free block wall construction column structure according to claim 1, wherein: four vertical steel bars (303) are arranged in the vertical cavity (302), and a plurality of stirrups (304) are sleeved on the outer surfaces of the four vertical steel bars (303) together.
3. The prefabricated formwork-free block wall construction column structure according to claim 1, wherein: four bar planting holes matched with the transverse steel bars (403) are formed in one side of the bearing wall (5), and one end of each transverse steel bar (403) is fixedly connected in each bar planting hole through bar planting glue.
4. The prefabricated formwork-free block wall construction column structure according to claim 1, wherein: the foundation sill (1) is built by concrete solid bricks, and the wall body (2) is built by aerated blocks.
5. The prefabricated formwork-free block wall construction column structure according to claim 2, wherein: the outer surface of the stirrup (304) is wound with a binding wire, and the stirrup (304) is fixed with the vertical steel bar (303) through the binding wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321550817.7U CN220539019U (en) | 2023-06-19 | 2023-06-19 | Prefabricated assembled formwork-free building block wall constructional column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321550817.7U CN220539019U (en) | 2023-06-19 | 2023-06-19 | Prefabricated assembled formwork-free building block wall constructional column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220539019U true CN220539019U (en) | 2024-02-27 |
Family
ID=89976597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321550817.7U Active CN220539019U (en) | 2023-06-19 | 2023-06-19 | Prefabricated assembled formwork-free building block wall constructional column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220539019U (en) |
-
2023
- 2023-06-19 CN CN202321550817.7U patent/CN220539019U/en active Active
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