CN212983915U - Waterproof wall of leading of assembled soleplate - Google Patents
Waterproof wall of leading of assembled soleplate Download PDFInfo
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- CN212983915U CN212983915U CN202021499568.XU CN202021499568U CN212983915U CN 212983915 U CN212983915 U CN 212983915U CN 202021499568 U CN202021499568 U CN 202021499568U CN 212983915 U CN212983915 U CN 212983915U
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Abstract
The utility model discloses a wall is led to assembled soleplate is waterproof, and this wall is led to be waterproof for prefabricated component, including round steel rings, steel reinforcement cage, foam infill panel and concrete. The reinforcement cage comprises stressed reinforcements and stirrups; the utility model adopts the concrete assembled prefabricated components to assemble on site, replaces the traditional on-site masonry plastering operation, and has high construction efficiency, shortened construction period and reduced labor investment while ensuring the construction quality of the waterproof guide wall; the method reduces a large amount of wet operation on site, avoids dust pollution, saves building materials such as sand, cement and the like, and reduces water resource waste. The prefabricated member is processed to replace on-site masonry and carry out on-site assembly type splicing, so that the problems existing in the traditional construction process are solved.
Description
Technical Field
The utility model relates to a wall, especially a wall is led in assembly type foundation slab is waterproof to foundation slab is waterproof.
Background
The foundation slab waterproof guide wall is constructed by bricks in the traditional method, namely, the foundation slab waterproof guide wall mainly comprises mortar stirring, construction and plastering. Masonry mortar and plastering mortar need to be manufactured on a construction site, dust pollution is easily caused, the method is an important source of 'mixed and disorderly' on the construction site, material waste is serious, and the utilization efficiency of water resources is low.
During brick masonry operation, particularly winter construction, the masonry and plastering quality is often poor, the work efficiency is low, and the quality control is difficult; in addition, the masonry operation has large demand on labor force and high labor intensity, and increases the construction labor cost.
SUMMERY OF THE UTILITY MODEL
In order to overcome the problem that raise dust pollutes among the prior art greatly, quality control is difficult, labour consumes greatly, the wasting of resources is serious, the utility model provides a wall is led in assembled soleplate is waterproof through processing prefabricated component, replaces on-the-spot masonry, carries out on-the-spot assembled and assembles to the problem that traditional construction process exists has been solved.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides a wall is led in assembled foundation slab is waterproof, and this wall is led in waterproof is prefabricated component, includes round steel rings 2, steel reinforcement cage, foam infill panel 5 and concrete. The reinforcement cage comprises stressed reinforcements 3 and stirrups 4; all stressed steel bars 3 of the steel reinforcement cage are uniformly distributed along the circumferential direction of the steel reinforcement cage and are bound and connected by a plurality of layers of stirrups 4; the round steel hoisting ring 2 is firmly bound with the stressed steel bar 3 of the steel bar cage along the axial direction; and a foam filling plate 5 is arranged in the middle of the reinforcement cage, and concrete is poured in the reinforcement cage.
Further, the round steel hanging ring 2 is made of hot-rolled smooth steel bars which are not subjected to cold drawing, and the round steel hanging ring 2 is U-shaped.
Furthermore, the section of the reinforcement cage is round or square.
Furthermore, the stressed steel bars 3 of the steel bar cage adopt deformed steel bars.
Further, the thickness of a protective layer of the concrete for the stressed steel bar 3 is not less than 5 cm.
The utility model has the advantages that the utility model adopts the concrete prefabricated components to assemble on site, replaces the traditional on-site masonry plastering operation, and has high construction efficiency, shortened construction period and reduced labor investment while ensuring the construction quality of the waterproof guide wall; the method reduces a large amount of wet operation on site, avoids dust pollution, saves building materials such as sand, cement and the like, and reduces the waste of water resources. The method conforms to the future development trend of the construction industry and the concept of promoting green construction and industrialized construction, has wide application prospect and great market value and social value.
Drawings
FIG. 1 is an elevation view of a prefabricated member for a waterproof guide wall, wherein the sectional dimension of the member is 2000mm multiplied by 200mm multiplied by 600 mm.
Fig. 2 is a sectional view of a waterproof guide wall prefabricated part. The foam board size is 1800mm x 180mm x 440mm, sets up between two parties, and four bights are diameter 10mm atress reinforcing bar 4, and stirrup diameter 8mm @250mm evenly lays along long edge direction, and the foam board is filled inside the steel reinforcement cage to it is firm with the steel reinforcement cage is fixed.
Note in the figure: 1. prefabricated component 2, round steel rings 3, atress reinforcing bar 4, stirrup 5, foam filling plate.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and examples.
The utility model provides a wall is led in assembled foundation slab is waterproof, and this wall is led in waterproof is prefabricated component, includes round steel rings 2, steel reinforcement cage, foam infill panel 5 and concrete. The reinforcement cage comprises stressed reinforcements 3 and stirrups 4;
firstly, manufacturing a waterproof guide wall prefabricated part, namely calculating parameters such as reinforcement amount, specification of reinforcing steel bars, diameter and distance according to stress analysis, then blanking the reinforcing steel bars, weaving a reinforcing steel bar cage, filling a foam plate in the reinforcing steel bar cage and firmly fixing, closing the die and pouring concrete, and maintaining the heat preservation and moisture preservation to the designed strength. And then hoisting the manufactured waterproof guide wall prefabricated part, and assembling on site on the foundation slab operation surface, thereby completing the foundation slab waterproof guide wall assembly type operation.
When the prefabricated member is hoisted on a construction site, the construction of a foundation cushion layer is firstly carried out, after the construction of the cushion layer is finished and the maintenance is finished, the measurement and the paying-off are carried out on the cushion layer, the installation position of the waterproof guide wall is determined, then the member hoisting, the assembling, the stacking and the building are carried out, and the splayed corners are smeared at the root part of the inner side of the member, so that the installation of the rectification member is finished. After the prefabricated concrete member is installed, the waterproof construction of the foundation slab and the construction of the next procedure can be performed.
The foam filling plate 5 is an E3-grade foam plate, and the foam filling plate 5 is firmly fixed with the reinforcement cage. The thickness of the upper and lower wrapping concrete of the prefabricated part is 10cm, the thickness of the wrapping concrete of two sides is 5cm, the section size of the prefabricated part is 2000mm multiplied by 200mm multiplied by 600mm, the reinforcement cage is woven by phi 8mm deformed steel bars, 4 phi 10mm longitudinal reinforcements with the length of 1900mm are arranged at four corners along the long side direction, and the distance between the stirrups is 250 mm. Considering that the comprehensive cost of the independent processing of the non-standard components is higher, the components are also connected in a splicing mode at corners, and the problem of insufficient local building height is supplemented in a scattered building mode at plate descending positions of a plurality of water collecting pits, elevator shafts and other positions so as to meet the requirements of the construction of waterproof coiled materials of foundation bottom plates and the pouring of foundation concrete.
The configuration of the reinforcing steel bars is set after the requirements of the safety and the convenience of single component hoisting and site construction are met, so that the unification of the technical advancement and the economic rationality is realized, and the detailed description is shown in a figure 2;
the method comprises the following specific operations:
s1, manufacturing a reinforcement cage, weaving the reinforcement cage according to the schematic diagram,
s2 fixing the foam plastic plate, penetrating the foam plate with a top mould stick, and fixing the foam plate and the reinforcement cage firmly.
And S3, assembling the templates, manufacturing templates with corresponding specification and size according to the size of the component, and assembling.
S4 pouring concrete: c15 concrete is poured and vibrated to be compact.
And S5, curing. And after the concrete pouring is finished, maintaining for 7d in time by preserving heat and moisture to achieve the design strength.
And S6, the prefabricated waterproof guide wall is assembled on site after reaching the design strength.
Claims (5)
1. The utility model provides a wall is led in assembled soleplate is waterproof which characterized in that: the waterproof guide wall is a prefabricated component and comprises a round steel lifting ring, a steel reinforcement cage, a foam filling plate and concrete; the reinforcement cage comprises stressed reinforcements and stirrups; all stressed steel bars of the steel reinforcement cage are uniformly distributed along the circumferential direction of the steel reinforcement cage and are bound and connected by a plurality of layers of stirrups; the round steel hoisting ring is firmly bound with the stressed steel bar of the steel bar cage along the axial direction; and placing a foam filling plate in the middle of the reinforcement cage, and pouring concrete in the reinforcement cage.
2. The fabricated waterproof guide wall of foundation slab of claim 1, wherein: the round steel hanging ring is made of hot rolled smooth steel bars which are not subjected to cold drawing, and is U-shaped.
3. The fabricated waterproof guide wall of foundation slab of claim 1, wherein: the section of the reinforcement cage is round or square.
4. The fabricated waterproof guide wall of foundation slab of claim 1, wherein: the stressed steel bar of the steel bar cage is made of deformed steel bar.
5. The fabricated waterproof guide wall of foundation slab of claim 1, wherein: the thickness of the protective layer of the concrete to the stressed steel bar is not less than 5 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021499568.XU CN212983915U (en) | 2020-07-27 | 2020-07-27 | Waterproof wall of leading of assembled soleplate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021499568.XU CN212983915U (en) | 2020-07-27 | 2020-07-27 | Waterproof wall of leading of assembled soleplate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212983915U true CN212983915U (en) | 2021-04-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021499568.XU Active CN212983915U (en) | 2020-07-27 | 2020-07-27 | Waterproof wall of leading of assembled soleplate |
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| Country | Link |
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| CN (1) | CN212983915U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115467353A (en) * | 2022-11-14 | 2022-12-13 | 中建八局第二建设有限公司 | A precast concrete basis for assembled container board house |
-
2020
- 2020-07-27 CN CN202021499568.XU patent/CN212983915U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115467353A (en) * | 2022-11-14 | 2022-12-13 | 中建八局第二建设有限公司 | A precast concrete basis for assembled container board house |
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