CN214738985U - A novel concrete wall structure for building engineering - Google Patents
A novel concrete wall structure for building engineering Download PDFInfo
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- CN214738985U CN214738985U CN202120476739.5U CN202120476739U CN214738985U CN 214738985 U CN214738985 U CN 214738985U CN 202120476739 U CN202120476739 U CN 202120476739U CN 214738985 U CN214738985 U CN 214738985U
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Abstract
The utility model discloses a novel concrete wall structure for building engineering, when cast in situ concrete pours between left prefabricated plate and right prefabricated plate, set up a plurality of dull and stereotyped cavitys, be favorable to making the reinforcing bar, reinforcing bar otter board and waterproof material fully fix and condense, strengthen the combination between left prefabricated plate and the right prefabricated plate and establish the constructional column, can strengthen the rigidity and the stability in house like this, set up steel wire enclosure net in waterproof board and heated board outside and be favorable to combining with reinforcing bar alternately, make waterproof board and heated board be close left prefabricated plate and right prefabricated plate, reduce the void space, when cast in situ concrete solidifies rather than the structure, be favorable to exerting waterproofly and heat preservation effect, simple in the aspect of the construction.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a novel concrete wall structure for building engineering.
Background
The shear wall structure is formed by partially or completely adopting load-bearing prefabricated wallboards and post-pouring concrete at node positions, has a reliable force transmission mechanism and meets the requirements of bearing capacity and deformation; be called for assembly integral shear wall structure for short, assembly integral shear wall structure includes: interior outer wall is prefabricated, cast-in-place shear wall structure of connected node part, is called the full prefabricated shear wall structure for short: the existing concrete wall needs long-term construction, wastes too much time and prolongs the construction period, and needs heat preservation, water prevention and other complex operations.
Accordingly, those skilled in the art have provided a novel concrete wall structure for construction work to solve the problems set forth in the above background art.
Disclosure of Invention
An object of the utility model is to provide a novel concrete wall structure for building engineering to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a novel concrete wall structure for building engineering comprises a left precast slab, a heat insulation board, a transverse seat, a right precast slab and waterproof material boards, wherein the left end of the left precast slab is provided with the right precast slab, the left precast slab and the right precast slab are internally and externally provided with steel bars in a penetrating manner, the transverse left and right ends of the steel bars are fixedly connected with steel wire mesh boards, the waterproof material boards are arranged at the two ends between the steel wire mesh boards, the heat insulation board is fixedly connected inside the waterproof material boards, the upper parts and the lower parts of the waterproof material boards and the heat insulation board are respectively and fixedly connected with a bottom reinforcing board and a top reinforcing board, a bolt is arranged between the bottom reinforcing board and the top reinforcing board in a penetrating manner and the heat insulation board and the waterproof material boards, the left and right ends of the bolt are respectively and fixedly connected with a left double nut and a right nut, the bottom of the left precast slab and the right precast slab are connected with the transverse seat in a clamping manner, and the transverse ring beams are transversely arranged inside the transverse seat, evenly be provided with the reinforcing bar circle between the horizontal girth, be provided with the construction joint between left side prefabricated plate and right prefabricated plate and the horizontal seat, both ends handing-over department all is provided with the seam thick liquid about the upper portion surface of horizontal seat and left prefabricated plate and right prefabricated plate, be provided with the end cavity between the lower part of left side prefabricated plate and right prefabricated plate, the lower part of end cavity and the inside fixedly connected with lug of longitudinal reinforcement, left board gap and right board gap have been seted up to both ends outside about the longitudinal reinforcement, both ends all are provided with the fixed plate around the right side of right side prefabricated plate, both ends are equallyd divide between one side of fixed plate and the horizontal seat and do not are provided with left branch strut seat and right branch strut seat.
As a further aspect of the present invention: and a plurality of flat plate cavities are arranged between the steel wire mesh plate and the left and right precast plates.
As a further aspect of the present invention: and steel wire enclosing nets are arranged at the front end and the rear end of the outer parts of the waterproof material plate and the heat insulation plate.
As a further aspect of the present invention: the lower part of the left side of the transverse seat is longitudinally provided with longitudinal steel bars, and the longitudinal steel bars are arranged on the inner side of the transverse ring beam, penetrate through the transverse ring beam and extend to the left side and the right side of the waterproof material plate.
As a further aspect of the present invention: and a left adjusting maintenance guard plate and a right adjusting maintenance guard plate are respectively arranged between the left end and the right end of the lower part of the right precast slab and the transverse seat.
As a further aspect of the present invention: and a plurality of wall through holes are formed in the surface of the lower part of the right prefabricated plate, and baffles are arranged in the wall through holes.
Compared with the prior art, the beneficial effects of the utility model are that:
1-when the cast-in-place concrete is poured between the left precast slab and the right precast slab, a plurality of flat plate cavities are arranged, so that the steel bars, the steel bar net plate and the waterproof material plate are fixed and condensed fully, and the combination between the left precast slab and the right precast slab is strengthened to build the constructional column, thus the rigidity and the stability of the house can be enhanced.
2-the steel wire enclosure net is arranged outside the waterproof material plate and the heat-insulation plate, so that the waterproof material plate and the heat-insulation plate are in cross combination with the steel bars, the left prefabricated plate and the right prefabricated plate are close to the waterproof material plate and the heat-insulation plate, the void space is reduced, when the cast-in-place concrete is solidified with the structure of the cast-in-place concrete, the waterproof and heat-insulation effects are favorably exerted, and the construction is simple.
The 3-longitudinal steel bars penetrate through the left side and the right side of the waterproof material plate, so that balanced pouring of the waterproof material plate is facilitated, and the cross-connecting steel bars penetrate through the left prefabricated plate, the right prefabricated plate and the transverse seat, so that the left prefabricated plate, the right prefabricated plate and the transverse seat are more closely connected, and the anti-seismic and anti-compression effects can be effectively improved.
4-when the right precast slab is unqualified in the verticality of the cross seat, the right precast slab can be adjusted through the left adjusting maintenance plate and the right adjusting maintenance plate under the resisting pressure of the left supporting seat and the right supporting seat diagonal brace, so that the construction of the verticality of the wall body in the standard range can be ensured.
5, when a constructor enters the wall through hole through a mortar concrete pump pressure pipe, then mortar concrete enters the right plate gap through the wall through hole, when the right plate gap reaches the height of the bump, the mortar enters the left plate gap through the bottom cavity, then the mortar concrete is filled in the wall through hole at the upper part, then the baffle blocks the inside of the wall through hole, the mortar concrete is continuously filled for about 30 seconds, and then the baffle is quickly and gradually plugged for maintenance, so that the adhesive force between the left precast slab, the right precast slab and the transverse seat is enhanced.
Drawings
Fig. 1 is a front view structural schematic diagram of a novel concrete wall structure for construction work.
Fig. 2 is a schematic view of the inside of a front view of a novel concrete wall structure for construction work.
Fig. 3 is a schematic structural view of a top view of a novel concrete wall structure for construction work.
Fig. 4 is a schematic structural view of a side view of a new concrete wall structure for use in construction work.
In the figure: 1-bolt, 2-reinforcing steel bar, 3-left prefabricated plate, 4-flat plate cavity, 5-bottom reinforcing plate, 6-grout, 7-top reinforcing plate, 8-heat preservation plate, 9-steel wire enclosure net, 10-right prefabricated plate, 11-waterproof material plate, 12-cross seat, 13-left double nut, 14-steel wire mesh plate, 15-right double nut, 16-transverse ring beam, 17-reinforcing ring, 18-bump, 19-wall penetrating hole, 20-construction joint, 21-right plate gap, 22-left plate gap, 23-bottom cavity, 24-left reinforcing steel bar, 25-right reinforcing steel bar, 26-left support seat, 27-fixing plate, 28-right support seat, 29-baffle plate, 30-longitudinal reinforcing steel bar, 31-left adjusting maintenance board, And 32-right adjustment maintenance plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, in an embodiment of the present invention, a novel concrete wall structure for building engineering includes a left prefabricated slab 3, a heat insulation board 8, a horizontal seat 12, a right prefabricated slab 10 and a waterproof material board 11, wherein the left end of the left prefabricated slab 3 is provided with the right prefabricated slab 10, the left and right prefabricated slabs 3 and 10 are internally and externally provided with reinforcing bars 2, the left and right ends of the reinforcing bars 2 are fixedly connected with steel wire mesh boards 14, the waterproof material board 11 is arranged at both ends between the steel wire mesh boards 14, the heat insulation board 8 is fixedly connected inside the waterproof material board 11, the upper and lower portions of the waterproof material board 11 and the heat insulation board 8 are respectively and fixedly connected with a bottom reinforcing board 5 and a top reinforcing board 7, a bolt 1 is arranged between the bottom reinforcing board 5 and the top reinforcing board 7 and the heat insulation board 8 and the waterproof material board 11, the left and right ends of the bolt 1 are respectively and fixedly connected with a left double nut 13 and a right double nut 15, the bottom joint of the left precast slab 3 and the right precast slab 10 is connected with a transverse base 12, a transverse ring beam 16 is transversely arranged inside the transverse base 12, reinforcing steel bars 17 are uniformly arranged between the transverse ring beams 16, a construction joint 20 is arranged between the left precast slab 3 and the right precast slab 10 and the transverse base 12, joint slurry 6 is respectively arranged at the joint of the upper surface of the transverse base 12 and the left and right ends of the left precast slab 3 and the right precast slab 10, a longitudinal steel bar 30 is longitudinally arranged at the lower part of the left side of the transverse base 12, a bottom cavity 23 is arranged between the lower parts of the left precast slab 3 and the right precast slab 10, a bump 18 is fixedly connected between the lower part of the bottom cavity 23 and the inside of the longitudinal steel bar 30, a left slab gap 22 and a right slab gap 21 are respectively arranged outside the left and right ends of the longitudinal steel bar 30, fixing plates 27 are respectively arranged at the front and rear ends of the right side of the precast slab 10, and a left supporting base 26 and a right supporting base 28 are respectively arranged at both ends of one side of the fixing plates 27 and the transverse base.
And a plurality of flat plate cavities 4 are arranged between the steel wire mesh plate 14 and the left prefabricated plate 3 and the right prefabricated plate 10.
And the front end and the rear end of the outer parts of the waterproof material plate 11 and the heat insulation plate 8 are respectively provided with a steel wire surrounding net 9.
The longitudinal reinforcing bars 30 are disposed inside the transverse girts 16 and extend on both left and right sides of the sheet of waterproof material 11.
A left adjusting maintenance plate 32 and a right adjusting maintenance plate 31 are respectively arranged between the left and right ends of the lower part of the right precast slab 10 and the transverse base 12.
The lower surface of the right prefabricated panel 10 is provided with a plurality of wall through holes 19, and baffles 29 are arranged inside the wall through holes 19.
The utility model discloses a theory of operation is: when cast-in-place concrete is poured between the left prefabricated slab 3 and the right prefabricated slab 10, a plurality of slab cavities 4 are arranged, so that the steel bars 2, the steel bar net plate 14 and the waterproof material plate 11 are fully fixed and condensed, the combination between the left prefabricated slab 3 and the right prefabricated slab 10 is strengthened to build a constructional column, the rigidity and the stability of a house can be enhanced, steel wire enclosing nets 9 are arranged outside the waterproof material plate 11 and the heat insulation plate 8, so that the waterproof material plate 11 and the heat insulation plate 8 are close to the left prefabricated slab 3 and the right prefabricated slab 10, the void space is reduced, when the cast-in-place concrete is solidified with the structure, the waterproof and heat insulation effects are favorably exerted, the construction is simple, the longitudinal steel bars 30 penetrate to the left side and the right side of the waterproof material plate 11, the balanced pouring of the waterproof material plate 11 is favorably realized, and the steel bars are connected and connected between the left prefabricated slab 3, the right prefabricated slab 11 and the transverse base 12, thus, the connection is more compact, the anti-seismic and anti-compression effects can be effectively improved, when the right precast slab 10 is unqualified in the verticality of the transverse seat 12, the right precast slab 11 can be adjusted through the left adjusting maintenance plate 32 and the right adjusting maintenance plate 31 under the diagonal bracing resistance through the left supporting seat 26 and the right supporting seat 28, thus, the perpendicularity of the wall can be ensured to be constructed within the standard range, when a constructor enters the wall through hole 19 through the mortar concrete pump pressure pipe, then the mortar concrete enters the right plate gap 21 through the wall through hole 19, when the right plate gap 21 reaches the height of the convex block 18, the mortar enters the left plate gap 22 through the bottom cavity 23, then the through-wall hole 19 at the upper part is filled with the mortar concrete, the baffle plate 29 is blocked in the through-wall hole 19, the mortar concrete is continuously filled for about 30 seconds, and the baffle plate 29 is rapidly and gradually blocked for maintenance, so that the adhesive force between the left prefabricated plate 3 and the right prefabricated plate 10 and the transverse seat 12 is enhanced.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A novel concrete wall structure for building engineering comprises a left precast slab (3), an insulation board (8), a transverse seat (12), a right precast slab (10) and a waterproof material board (11), and is characterized in that the left end of the left precast slab (3) is provided with the right precast slab (10), reinforcing steel bars (2) are arranged inside and outside the left precast slab (3) and the right precast slab (10) in a penetrating manner, steel wire mesh plates (14) are fixedly connected to the left and right transverse ends of the reinforcing steel bars (2), the waterproof material board (11) is arranged at both ends between the steel wire mesh plates (14), the insulation board (8) is fixedly connected inside the waterproof material board (11), a bottom reinforcing plate (5) and a top reinforcing plate (7) are fixedly connected to the upper part and the lower part of the waterproof material board (11) respectively, a bolt (1) is arranged inside the bottom reinforcing plate (5) and the top reinforcing plate (7) in a penetrating manner to the insulation board (8) and the waterproof material board (11), the left end and the right end of a bolt (1) are fixedly connected and respectively provided with a left double nut (13) and a right double nut (15), the bottoms of a left precast slab (3) and a right precast slab (10) are connected with a transverse seat (12) in a clamping manner, a transverse ring beam (16) is transversely arranged in the transverse seat (12), reinforcing steel rings (17) are uniformly arranged between the transverse ring beams (16), construction joints (20) are arranged between the left precast slab (3) and the transverse seat (12) and between the right precast slab (10) and the transverse seat (12), joint grout (6) is respectively arranged at the joint of the upper surface of the transverse seat (12) and the left end and the right end of the left precast slab (3) and the right precast slab (10), a longitudinal steel bar (30) is longitudinally arranged at the lower part of the left side of the transverse seat (12), a bottom cavity (23) is arranged between the lower parts of the left precast slab (3) and the right precast slab (10), and a bump (18) is fixedly connected with the lower part of the longitudinal steel bar (30) at the lower part of the bottom cavity (23), the left plate gap (22) and the right plate gap (21) are formed in the outer portions of the left end and the right end of the longitudinal steel bar (30), fixing plates (27) are arranged at the front end and the rear end of the right side of the right prefabricated plate (10), and a left supporting seat (26) and a right supporting seat (28) are arranged at the two ends between one side of each fixing plate (27) and the corresponding transverse seat.
2. A new concrete wall structure for building engineering according to claim 1, characterized in that a plurality of slab cavities (4) are provided between the steel wire mesh panels (14) and the left and right prefabricated panels (3, 10).
3. The new concrete wall structure for building engineering according to claim 1, characterized in that the outer front and back ends of the waterproof material plate (11) and the insulation plate (8) are provided with steel wire fencing nets (9).
4. A new concrete wall structure for construction work according to claim 1, characterized in that said longitudinal reinforcement bars (30) are placed through the inside of the transverse ring beams (16) and extend on the left and right sides of the sheet of waterproofing material (11).
5. The novel concrete wall structure for construction work according to claim 1, wherein a left adjustment maintenance plate (32) and a right adjustment maintenance plate (31) are respectively provided between the left and right ends of the lower portion of the right precast slab (10) and the cross seat (12).
6. The novel concrete wall structure for construction work according to claim 1, wherein the lower surface of the right prefabricated panel (10) is provided with a plurality of wall penetrating holes (19), and the inside of the wall penetrating holes (19) is provided with a baffle (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120476739.5U CN214738985U (en) | 2021-03-05 | 2021-03-05 | A novel concrete wall structure for building engineering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120476739.5U CN214738985U (en) | 2021-03-05 | 2021-03-05 | A novel concrete wall structure for building engineering |
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| CN214738985U true CN214738985U (en) | 2021-11-16 |
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| CN202120476739.5U Active CN214738985U (en) | 2021-03-05 | 2021-03-05 | A novel concrete wall structure for building engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108833A (en) * | 2021-12-13 | 2022-03-01 | 深圳市湛艺建设集团有限公司 | Assembled wallboard connecting structure and construction method thereof |
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2021
- 2021-03-05 CN CN202120476739.5U patent/CN214738985U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108833A (en) * | 2021-12-13 | 2022-03-01 | 深圳市湛艺建设集团有限公司 | Assembled wallboard connecting structure and construction method thereof |
| CN114108833B (en) * | 2021-12-13 | 2023-08-22 | 深圳市湛艺建设集团有限公司 | Assembled wallboard connecting structure and construction method thereof |
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