CN219930989U

CN219930989U - Concrete bottom plate sub-warehouse

Info

Publication number: CN219930989U
Application number: CN202320637141.9U
Authority: CN
Inventors: 王金友; 王继生; 李健; 刘洋; 何洪涛; 滕志刚; 王柯; 冯振宝; 董新成; 杨兴建
Original assignee: Beijing Residential Industrialization Group Co ltd
Current assignee: Beijing Residential Industrialization Group Co ltd
Priority date: 2023-03-28
Filing date: 2023-03-28
Publication date: 2023-10-31
Anticipated expiration: 2033-03-28

Abstract

The utility model discloses a concrete bottom plate sub-bin, which comprises a continuous wall body and a cushion layer: the inside of bed course is equipped with many main muscle, and the cavity that many main muscle enclosed is the rectangle cavity, and the water-stop steel sheet has all been welded to the relative one side of a plurality of main muscle around and about, has the welding between two relative main muscle around, has the welding between two relative main muscle about and has the horizontal muscle, it passes the inside of water-stop steel sheet respectively to indulge muscle and horizontal muscle. According to the waterproof construction method, the waterproof coiled material I is arranged, concrete is prevented from flowing out of the bottom of the sub-warehouse template, and the gap between the first plate and the second plate is blocked through the matching of the waterproof coiled material II, the clamping groove and the rubber clamping strip, so that the concrete is prevented from flowing out, and the purpose of effectively preventing the concrete from leaking out of the sub-warehouse template to cause material waste or poor molding surface impression is achieved through the arrangement of the waterproof steel plate and the concrete is prevented from flowing out of the top of the sub-warehouse template.

Description

Concrete bottom plate sub-warehouse

Technical Field

The utility model belongs to the technical field of constructional engineering, and particularly relates to a concrete bottom plate sub-bin.

Background

The building engineering is an engineering entity formed by building various house buildings and auxiliary facilities thereof and installing and moving lines, pipelines and equipment matched with the house buildings, wherein the house buildings are provided with top covers, beam columns, walls and foundations, and can form an inner space, so that the requirements of people on production, living, study and public activities are met.

If large-area concrete pouring is needed in the construction process, a 'skip method' is generally adopted, so that the process is convenient for the insertion of various procedures, and meanwhile, the construction period can be shortened due to the fact that the waiting time for sealing the post-pouring belt and the waiting time for the concrete strength growth of the post-pouring belt are avoided, in order to avoid the problem that the concrete leaks from a division template to cause material waste or poor molding surface impression during concrete pouring, a concrete bottom plate division is required to be designed, and the problem that the concrete in the division leaks is effectively avoided.

Disclosure of Invention

The utility model aims to provide a concrete bottom plate sub-bin, which has the advantage of effectively avoiding leakage from a sub-bin template during concrete pouring and solves the technical problems.

The technical scheme for solving the technical problems is as follows: the concrete bottom plate divides storehouse, and it includes continuous wall body and bed course: the internally mounted of bed course has many principal ribs, and the cavity that many principal ribs enclose is the rectangle cavity, and the stagnant water steel sheet has all been welded to the relative one side of a plurality of principal ribs around with, and the welding has indulged the muscle between two relative principal ribs around, has the transverse reinforcement between two relative principal ribs about, it passes the inside of stagnant water steel sheet respectively to indulge the muscle and transverse reinforcement, a plurality of sub-storehouse templates are installed at the top of bed course, the sub-storehouse template is including setting up the front side at bed course top and the equal three plate one and two plate two on the right side at bed course top two plate two of the right side, and two plate two are the mirror image setting, the fourth of twelve earthly branches groove has all been seted up with the front side and the left side of plate two, and sliding connection has the tenon strip between two adjacent fourth of twelve earthly branches groove, the bottom fixedly connected with waterproofing membrane one side of sub-storehouse template, waterproofing membrane one is towards a plurality of two waterproofing membrane two, the bottom and the bottom of a plurality of waterproofing membrane is closely laminated, two adjacent two and two adjacent two blocks are connected with two adjacent blocks, two adjacent two blocks have two adjacent blocks between the side, and two adjacent two blocks have the waterproof membrane between the side, and two adjacent two blocks are connected with the waterproof membrane, and two adjacent side has the waterproof membrane.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the water-stop steel plate is welded in a full-scale mode, and is 200-400mm wide and 2-4 mm thick.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the diameters of the longitudinal ribs and the transverse ribs are 6mm-10mm.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the top and the bottom of the cavity surrounded by the main ribs are welded with steel wire meshes.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the steel wire mesh is 10-30 mesh steel wire mesh.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the first plate on the right side of the top of the cushion layer is arranged between the second plates.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the two plates at the left side of the front and the back are respectively connected with an L-shaped mounting plate by screws at one side opposite to each other, and the other side of the L-shaped mounting plate is fixedly connected inside the continuous wall body by bolts at one side and nuts at the other side.

The utility model is used for separating the concrete bottom plate into bins, and further comprises the following steps: the support piece comprises an inclined support rod, the top of the inclined support rod is fixedly connected with a first mounting plate which is connected to one side of the first plate through a screw, and the bottom of the inclined support rod is fixedly connected with a second mounting plate which is mounted on the top of the cushion layer through a second bolt and a second nut.

The beneficial effects of the utility model are as follows:

1. according to the utility model, the parting template is assembled through the matched use of the mortise and tenon strips, the concrete bottom plate is poured in the parting template, the waterproof coiled material I is arranged to prevent concrete from flowing out of the bottom of the parting template, and the waterproof coiled material II, the clamping groove and the rubber clamping strip are matched to seal the gap between the plate I and the plate II, so that the concrete is prevented from flowing out, and the waterproof steel plate is arranged to prevent the concrete from flowing out of the top of the parting template, so that the aims of effectively preventing the concrete from leaking out of the parting template to cause material waste or poor molding surface appearance can be achieved.

2. According to the utility model, through the matched use of the two steel wire meshes, the bottom steel wire mesh realizes the function of plugging concrete, and the top steel wire mesh has the function of enabling concrete capping to be relatively smooth.

3. According to the utility model, through the matched use of the L-shaped mounting piece, the first screw, the first nut and the first screw, the limiting effect on the warehouse dividing template is realized, the warehouse dividing template is prevented from being displaced during concrete pouring, and the stability during concrete pouring is further ensured.

Drawings

The foregoing and/or other advantages of the present utility model will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are meant to be illustrative only and not limiting of the utility model, wherein:

FIG. 1 is a schematic top view of an embodiment of the present utility model;

FIG. 2 is a partial schematic perspective view of an embodiment of the present utility model;

fig. 3 is a schematic front perspective view of a reinforcement welding method according to an embodiment of the present utility model;

FIG. 4 is a schematic perspective view of a erecting front view of a binning template according to one embodiment of the present utility model;

FIG. 5 is a partial rear perspective view of a binning template according to one embodiment of the present utility model;

fig. 6 is a schematic perspective view of a support member according to an embodiment of the present utility model.

In the drawings, the list of components represented by the various numbers is as follows:

1. continuous wall body, 2, bed course, 3, main muscle, 4, stagnant water steel sheet, 5, indulge muscle, 6, horizontal muscle, 7, steel wire gauze, 8, divide storehouse template, 81, plate one, 82, plate two, 9, fourth of twelve earthly branches groove, 10, tenon strip, 11, L shape mounting plate, 12, waterproofing membrane one, 13, waterproofing membrane two, 14, draw-in groove, 15, rubber card strip, 16, support piece, 161, diagonal brace, 162, mounting panel one, 163, mounting panel two, 17, concrete bottom plate.

Detailed Description

Hereinafter, embodiments of the concrete floor sub-warehouse of the present utility model will be described with reference to the accompanying drawings.

The examples described herein are specific embodiments of the present utility model, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the utility model to the embodiments and scope of the utility model. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification, including those adopting any obvious substitutions and modifications to the embodiments described herein.

The drawings in the present specification are schematic views, which assist in explaining the concept of the present utility model, and schematically show the shapes of the respective parts and their interrelationships. Note that, in order to clearly show the structures of the components of the embodiments of the present utility model, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.

Fig. 1 shows a concrete floor sub-silo of one embodiment of the utility model comprising: continuous wall 1 and bedding 2: the inside of the cushion layer 2 is provided with a plurality of main ribs 3, a cavity surrounded by the plurality of main ribs 3 is a rectangular cavity, water-stopping steel plates 4 are welded on the opposite sides of the plurality of main ribs 3, the water-stopping steel plates 4 are welded in a full-welded mode, the water-stopping steel plates 4 are water-stopping steel plates 200-400mm wide and 2-4 mm thick, longitudinal ribs 5 are welded between the front and rear opposite main ribs 3, transverse ribs 6 are welded between the left and right opposite main ribs 3, the longitudinal ribs 5 and the transverse ribs 6 respectively penetrate through the inside of the water-stopping steel plates 4, the diameters of the longitudinal ribs 5 and the transverse ribs 6 are 6-10 mm, steel wire nets 7 are welded on the top and the bottom of the cavity surrounded by the plurality of main ribs 3, the steel wire nets 7 are 10-30 meshes, the two steel wire nets 7 are matched for use, the bottom steel wire nets 7 realize the function of blocking concrete, the top steel wire nets 7 enable the concrete to be relatively flat, the top of the cushion layer 2 is provided with a plurality of sub-warehouse templates 8, the dividing template 8 comprises three first plates 81 arranged on the front side and the rear side of the top of the cushion layer 2 and one first plate 81 and two second plates 82 arranged on the right side of the top of the cushion layer 2, the two first plates 82 are arranged in a mirror image mode, the first plate 81 on the right side of the top of the cushion layer 2 is arranged between the two second plates 82, mortise grooves 9 are formed in the two sides of the first plate 81 and the front side and the left side of the second plate 82, tenon strips 10 are connected between the two adjacent mortise grooves 9 in a sliding mode, L-shaped mounting plates 11 are connected to one side, opposite to the left side, of the first plate 81 in the front and the rear, of the first plate 81, the other side of the L-shaped mounting plates 11 is fixedly connected to the inside of the continuous wall 1 through bolts and nuts, the L-shaped mounting plates 11, the first screws, the first nuts and the first bolts are matched for use, the dividing template 8 has a limiting effect, displacement of the dividing template 8 during concrete pouring is avoided, then make the stability when concrete placement, the bottom fixedly connected with waterproofing membrane one 12 of one side of sub-warehouse template 8, waterproofing membrane one 12 orientation is a plurality of waterproofing membrane two 13, the bottom of waterproofing membrane one 12 is closely laminated with the bottom of bed course 2, the equal fixedly connected with waterproofing membrane two 13 of hookup location of two plate two 82 and preceding back plate one 81, draw-in groove 14 has all been seted up between two adjacent plate one 81, the block has rubber draw-in strip 15 between two adjacent draw-in grooves 14, the equal fixedly connected with support piece 16 of one side that waterproofing membrane two 13 was kept away from on front side, rear side and right side, support piece 16 includes diagonal brace 161, the top fixedly connected with of diagonal brace 161 is at the mounting panel one 162 of plate one 81 sides, the mounting panel two 163 at the bed course 2 top is installed with bolt two and nut two to the bottom fixedly connected with of diagonal brace 161, concrete floor 17 has all been pour to every interval storehouse of continuous wall 1.

Working principle: when the utility model is used, a user welds a steel wire mesh 7 at the middle bottom of a cavity surrounded by a plurality of main ribs 3 in a plurality of sub-bins, then welds a water-stop steel plate 4 around the top of the cavity surrounded by the plurality of main ribs 3, welds a longitudinal rib 5 between the front main rib 3 and the rear main rib 3, welds a transverse rib 6 between the left main rib 3 and the right main rib 3, so that the longitudinal rib 5 and the transverse rib 6 pass through the water-stop steel plate 4, then welds another steel wire mesh 7 at the top of the cavity surrounded by the plurality of main ribs 3, then splices the sub-bin templates 8 by a tenon strip 10, bonds a waterproof coiled material I12 at the bottom of the sub-bin templates 8, bonds a waterproof coiled material II 13 at the left side of a plate II 82 where the plate II 82 is connected with the plate I81, then, the rubber clamping strips 15 are clamped between two adjacent clamping grooves 14, the sub-bin templates 8 are fixedly installed on the outer sides of the main ribs 3 through bolts I and nuts I, then the cushion layer 2 and the sub-bin templates 8 are connected through the supports 16 for the bolts II and the nuts II, the sub-bin templates 8 are supported, concrete pouring can be carried out after the sub-bin templates are installed in sequence, the sub-bin pouring should be separated, construction connection can be carried out after the adjacent bin separation is at least 7 days, and the purposes of effectively avoiding material waste or poor molding surface appearance caused by concrete leakage from the sub-bin templates can be achieved.

To sum up: this concrete bottom plate divides storehouse, use through the cooperation of mortise 9 and tenon strip 10, make the storehouse template 8 assemble, set up through the storehouse template 8, make concrete bottom plate pour by the storehouse, through the setting of waterproofing membrane one 12, avoid concrete to flow from the bottom of storehouse template 8, use through the cooperation of waterproofing membrane two 13, draw-in groove 14 and rubber card strip 15, make the gap between plate one 81 and plate two 82 can the shutoff, then make and avoid concrete to flow, through the setting of stagnant water steel sheet 4, avoid concrete to flow from the top of storehouse template 8, can reach the purpose that effectively avoid concrete to leak from the storehouse template and cause the material waste or the poor impression of moulding.

The above disclosed features are not limited to the disclosed combinations with other features, and other combinations between features can be made by those skilled in the art according to the purpose of the utility model to achieve the purpose of the utility model.

Claims

1. The concrete bottom plate sub-warehouse is characterized by comprising a continuous wall body (1) and a cushion layer (2): the inside of the cushion layer (2) is provided with a plurality of main ribs (3), a cavity surrounded by the plurality of main ribs (3) is a rectangular cavity, one side, opposite to the plurality of main ribs (3), of the front and back and the left and right main ribs (3) is welded with a water stop steel plate (4), a longitudinal rib (5) is welded between the front and back two main ribs (3), a transverse rib (6) is welded between the left and right two main ribs (3), the longitudinal rib (5) and the transverse rib (6) respectively penetrate through the inside of the water stop steel plate (4), the top of the cushion layer (2) is provided with a plurality of warehouse separating templates (8), the warehouse separation template (8) comprises three first plates (81) arranged on the front side and the rear side of the top of the cushion layer (2) and one first plate (81) and two second plates (82) arranged on the right side of the top of the cushion layer (2), wherein the two second plates (82) are arranged in a mirror image mode, mortise grooves (9) are formed in the two sides of the first plate (81) and the front side and the left side of the second plate (82), tenon strips (10) are connected between the two adjacent mortise grooves (9) in a sliding mode, a first waterproof coiled material (12) is fixedly connected to the bottom of one side of the warehouse separation template (8), the first waterproof coiled material (12) faces towards a plurality of second waterproof coiled materials (13), the bottom of the first waterproof coiled material (12) is tightly attached to the bottom of the cushion layer (2), the connecting positions of the two plates (82) and the front plate (81) and the rear plate (81) are fixedly connected with waterproof coiled materials (13), clamping grooves (14) are formed between the two adjacent plates (81), rubber clamping strips (15) are clamped between the two adjacent clamping grooves (14), supporting pieces (16) are fixedly connected to one sides, far away from the waterproof coiled materials (13), of the front side, the rear side and the right side, of the continuous wall (1), and concrete bottom plates (17) are poured into each compartment.

2. The concrete floor sub-warehouse according to claim 1, wherein the water-stop steel plates (4) are welded in a full-welded mode, and the water-stop steel plates (4) are water-stop steel plates with the width of 200-400mm and the thickness of 2-4 mm.

3. The concrete floor sub-warehouse according to claim 2, characterized in that the longitudinal ribs (5) and the transverse ribs (6) have a diameter of 6mm-10mm.

4. A concrete floor sub-warehouse according to claim 3, characterized in that the top and bottom of the cavity enclosed by the plurality of main ribs (3) are welded with steel wire meshes (7).

5. The concrete floor sub-warehouse according to claim 4, characterized in that the steel wire mesh (7) is a 10-30 mesh steel wire mesh.

6. The concrete floor sub-warehouse according to claim 5, characterized in that the first plate (81) on the right side of the top of the bedding (2) is between two second plates (82).

7. The concrete bottom plate sub-warehouse according to claim 6, wherein the L-shaped mounting plates (11) are connected to one side of the two plate pieces (81) on the front and rear leftmost sides, which are opposite, by screws, and the other side of the L-shaped mounting plates (11) is fixedly connected to the inside of the continuous wall body (1) by bolts and nuts.

8. The concrete bottom plate sub-warehouse according to claim 7, wherein the supporting member (16) comprises an inclined supporting rod (161), a first mounting plate (162) connected to one side of the first plate (81) by a screw is fixedly connected to the top of the inclined supporting rod (161), and a second mounting plate (163) mounted on the top of the cushion layer (2) by a second bolt and a second nut is fixedly connected to the bottom of the inclined supporting rod (161).