CN212053186U - Detachable reinforced concrete strip foundation combination system - Google Patents
Detachable reinforced concrete strip foundation combination system Download PDFInfo
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- CN212053186U CN212053186U CN202020338798.1U CN202020338798U CN212053186U CN 212053186 U CN212053186 U CN 212053186U CN 202020338798 U CN202020338798 U CN 202020338798U CN 212053186 U CN212053186 U CN 212053186U
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Abstract
The utility model discloses a detachable reinforced concrete strip foundation combination system. This system includes the foundation bed course module, reinforced concrete bar foundation module and brickwork module, wherein, the foundation bed course module includes foundation bed course standard module DC, reinforced concrete bar foundation module includes step toper bar foundation standard module JT, bar foundation T shape joint module TJT, bar foundation L shape joint module LJT, the brickwork module includes wall body standard module QT, "ten" shape joint wall body module TQT, L shape joint wall body module LQT, the top surface and the upper portion brickwork joggle of every reinforced concrete bar foundation module, bottom surface and lower part bed course module joggle, combination through different reinforced concrete bar foundation modules, realize the straight line shape, T shape, cross and L shape nodal connection. The utility model has the advantages of proper size, reasonable structure and convenient and fast disassembly and assembly.
Description
Technical Field
The utility model relates to a reinforced concrete strip foundation combination system, in particular to detachable reinforced concrete strip foundation combination system.
Background
The strip foundation is one of the common basic types in the building structure, and the strip foundation refers to a basic form that basic length is greater than the width far away, divide into strip foundation under the wall and the strip foundation under the post according to superstructure, divide into reinforced concrete flexible strip foundation and the brick of setting up the foot that enlarges according to the material of basis and build rigid strip nature foundation two kinds. The length of the foundation is greater than or equal to 10 times the width of the foundation. The strip foundation is characterized in that the strip foundation is arranged on one axis and is intersected with more than two axes, and sometimes is connected with an independent foundation, but the section size is different from the reinforcing bars. In addition, the transverse reinforcing bars are main stressed reinforcing bars, and the longitudinal reinforcing bars are secondary stressed reinforcing bars or distributed reinforcing bars. The main stressed steel bars are arranged below.
The existing strip foundation has the defects of high difficulty in site construction, complex structure, inconvenient manufacture, low disassembly efficiency, unreliable connection and the like.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned problem that exists among the prior art, the utility model provides a detachable reinforced concrete bar foundation combination system.
The technical scheme of the utility model as follows:
the utility model provides a detachable reinforced concrete strip foundation combination system, which comprises a foundation cushion layer module, a reinforced concrete strip foundation module and a masonry module, wherein the foundation cushion layer module comprises a foundation cushion layer standard module DC, the reinforced concrete strip foundation module comprises a step tapered strip foundation standard module JT, a strip foundation T-shaped joint module TJT and a strip foundation L-shaped joint module LJT, the masonry module comprises a wall standard module QT, a cross-shaped joint wall module TQT and an L-shaped joint wall module LQT, the top surface of each reinforced concrete strip foundation module is joggled with the upper masonry, the bottom surface is joggled with the lower cushion layer module, the length direction side surface of the reinforced concrete strip foundation module, which is close to the bottom, is provided with a hole slot for inserting a foundation stressed steel bar, and the width direction side surface is provided with a hole slot for inserting a foundation distributed steel bar, the straight line type, T-shaped, cross-shaped and L-shaped node connection is realized through the combination of different reinforced concrete strip-shaped foundation modules.
Furthermore, the standard module DC of the foundation mat layer is a square three-dimensional module with the thickness h, the upper surface of the standard module DC of the foundation mat layer is provided with a first tenon for joggling with the bar-shaped foundation module of the reinforced concrete, three sides of four sides of the standard module DC of the foundation mat layer are provided with first mortises side by side, the fourth side is provided with a second tenon side by side, and the second tenon is inserted into the first mortises on the sides of the standard modules DC of other foundation mat layers, so that two adjacent standard modules DC of the foundation mat layer in different directions are connected.
Still further, order toper bar basis standard module JT includes plane, lower plane, the vertical face in a left side, the vertical face in the right side, left inclined plane, right inclined plane, it connects through left inclined plane and the vertical face in a left side with planar one side down to go up the plane, it connects through right inclined plane and the vertical face in the right side with planar opposite side down to go up the plane, the both ends of order toper bar basis standard module JT are vertical order toper face, go up the plane with wall body standard module QT joggle, be provided with on the vertical face in a left side and the vertical face in the right side and supply basis atress reinforcing bar male slot, be provided with on the toper face of order and supply basis distribution reinforcing bar male slot.
Still further, bar basis T shape connects module TJT includes plane, lower plane, left vertical face, right vertical face, left inclined plane, right inclined plane, go up the plane and be connected through left inclined plane and left vertical face with planar one side down, go up the plane and be connected through right inclined plane and right vertical face with planar opposite side down, bar basis T shape connects module TJT's one end and is vertical step conical surface, and the face type of the other end is identical with the length direction side face type of step conical bar basis standard module JT, go up the plane with "ten" shape connects wall body module TQT joggle.
Still further, bar basis L shape connects module LJT includes plane, lower plane, the vertical face in a left side, the vertical face in the right side, the inclined plane in a left side, the inclined plane in the right side, go up plane and lower planar one side and pass through the inclined plane in a left side and the vertical face in a left side and connect, it connects with the vertical face in the right side to go up plane and the planar opposite side down, bar basis L shape connects module LJT's one end to be vertical order toper face, and the face type of the other end is the same with the length direction side face type of order toper bar basis standard module JT, go up the plane with L shape connects wall body module LQT joggle.
Furthermore, the surfaces of the stressed steel bars and the distribution steel bars are respectively coated with different colors.
The utility model discloses following beneficial effect has:
the utility model discloses a detachable reinforced concrete bar foundation combination system can convenient and fast carry out the equipment of various form brick bar foundation connected node at the job site, has simple structure, preparation convenience, dismantles swiftly, connects advantages such as reliable.
Drawings
FIG. 1 is a schematic diagram of a standard module DC structure of an underlying pad layer;
FIG. 2 is a schematic diagram of a JT structure of a tapered strip foundation standard module; wherein, (a) is a front view; (b) is a reverse side view;
FIG. 3 is a schematic diagram of a strip basic T-junction module TJT structure;
FIG. 4 is a schematic LJT structure of a strip-form base L-shaped joint module;
FIG. 5 is a schematic diagram of a QT structure of a standard wall module;
FIG. 6 is a schematic view of a T (or cross) joint wall module TQT;
FIG. 7 is a schematic view of an L-joint wall module LQT structure;
FIG. 8 is a schematic view of a first step of assembling a linear reinforced concrete strip foundation;
FIG. 9 is a schematic view of a second step of assembling the linear reinforced concrete strip foundation;
FIG. 10 is a schematic view showing a first step of assembling a T-shaped (or cross-shaped) reinforced concrete bar foundation;
FIG. 11 is a schematic view illustrating a second step of assembling a T-shaped (or cross-shaped) reinforced concrete strip foundation;
FIG. 12 is a third schematic view of the assembly of a T-shaped (or cross-shaped) reinforced concrete strip foundation;
FIG. 13 is a schematic view of a first step of assembling the L-shaped reinforced concrete strip foundation;
FIG. 14 is a schematic view of a second step of assembling the L-shaped reinforced concrete strip foundation.
The labels in the figure are: 1. the tenon is used for connecting the upper strip-shaped foundation; 2. the tenon is used for connecting other cushion layer modules; 3. the mortises are used for being connected with other cushion layer modules; 4. a tongue-and-groove for connecting with the lower cushion layer; 5. the tenon is used for being connected with the upper masonry; 6. the hole groove is used for inserting the stress rib of the foundation slab; 61. stressed steel bars; 7. the hole groove is used for inserting the distribution ribs of the foundation slab; 71. and distributing the reinforcing steel bars.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The utility model relates to a reinforced concrete strip foundation combination model contains the three: basic bed course module, reinforced concrete bar form foundation module and brickwork module.
In order to improve the versatility of the basic mattress module, the mattress is designed as a three-dimensional module (DC) with a square cross-section and a thickness of 10 mm. The top surface of the cushion layer is provided with two tenons (tenons 1 for connecting the upper strip-shaped foundation) protruding out of the surface for splicing with the upper reinforced concrete strip-shaped foundation; three sides of four sides of the cushion layer are provided with two side-by-side mortises (mortises 3 used for being connected with other cushion layer modules), the fourth side is provided with two tenons (tenons 2 used for being connected with other cushion layer modules) with protruding surfaces, and as shown in figure 1, the two adjacent cushion layer modules in different directions can be connected by inserting the protruding tenons on the sides into the mortises on the sides of other cushion layer modules.
Consider that reinforced concrete bar foundation can meet the nodal connection of different forms in the job site, utility model discloses a series of reinforced concrete bar foundation module unit. The modular unit comprises a stepped conical strip foundation standard module (JT), a strip foundation T-shaped joint module (TJT) and a strip foundation L-shaped joint module (LJT). The top surface of each strip foundation is provided with a tenon (a tenon 5 for connecting with the upper masonry) connected with the upper masonry, and the bottom surface of each strip foundation is provided with a mortise (a mortise 4 for connecting with the lower cushion) connected with the lower cushion module; the side surface of the strip foundation in the length direction close to the bottom is provided with a hole slot 6 for inserting a stressed rib of the foundation slab, and the side surface in the width direction is provided with a hole slot 7 for inserting a distribution rib of the foundation slab (shown in figures 2-4). The common linear, T-shaped, cross-shaped and L-shaped node connection in the reinforced concrete strip foundation construction site can be realized through the combination of different strip foundation modules. In addition, the reinforcing bar hole groove that the basis bottom set up, the inserting reinforcing bar hole groove of different types reinforcing bar (for example, atress reinforcing bar 61 surface is scribbled red, distribution reinforcing bar 71 is scribbled green), the position that the different effect reinforcing bar of the same type that can effectively understand set up.
According to the connection form of the different nodes of reinforced concrete bar foundation, the utility model provides a series of brickwork modular unit, unit include wall body standard module (QT), T ("ten") shape joint wall body module (TQT), L shape joint wall body module (LQT) (see fig. 5-7). The bottom surface of each wall body module is provided with a mortise connected with a tenon on the top surface of the lower reinforced concrete strip foundation module, and the wall body connection on the upper part of the reinforced concrete strip foundation in different node forms can be realized through the combination of different wall body modules.
The assembling method of the detachable reinforced concrete strip foundation combination system comprises the following steps:
1) the assembling method of the linear reinforced concrete strip-shaped foundation node comprises the following steps: the foundation cushion layer standard modules DC are joggled in sequence according to the side surface in the linear direction; the step conical strip-shaped foundation standard modules JT are joggled above the foundation cushion layer standard modules DC in a one-to-one mode according to the linear direction; the wall body standard module QT is tenon-jointed above the step conical strip foundation standard module JT in a one-to-one manner according to the linear direction; inserting the stressed steel bars into the hole grooves on the side surface of the reinforced concrete strip foundation module close to the length direction of the bottom, and inserting the distributed steel bars into the hole grooves on the side surface of the width direction, as shown in fig. 8-9;
2) the splicing method of the T-shaped or L-shaped reinforced concrete strip-shaped foundation node comprises the following steps: on the basis of the splicing method of 1), joggling the standard foundation mat modules DC on the side surface perpendicular to the length direction of the standard foundation mat modules DC in sequence according to the linear direction; the step conical strip foundation standard modules JT are joggled above the foundation cushion layer standard modules DC in a one-to-one mode according to the linear direction, and the strip foundation T-shaped joint modules TJT are installed between the mutually perpendicular step conical strip foundation standard modules JT; the wall standard modules QT are joggled above the stepped conical strip-shaped foundation standard modules JT in a one-to-one manner in the linear direction, and the cross-shaped joint wall modules TQT are joggled above the strip-shaped foundation T-shaped joint modules TJT; inserting the stressed steel bars into the hole grooves on the side surface of the reinforced concrete strip foundation module close to the length direction of the bottom, and inserting the distributed steel bars into the hole grooves on the side surface of the width direction, as shown in fig. 10-12;
3) the assembling method of the L-shaped reinforced concrete strip-shaped foundation node comprises the following steps: on the basis of the splicing method, 1), a strip foundation L-shaped joint module LJT is joggled at the upper part of an end foundation cushion layer standard module DC, and an L-shaped joint wall module LQT is joggled at the upper part of the strip foundation L-shaped joint module LJT; joggling the standard foundation mat modules DC on the side surface of the standard foundation mat modules DC at the end part vertical to the length direction of the standard foundation mat modules DC in sequence according to the straight line direction; the step conical strip foundation standard module JT is joggled above the foundation mat layer standard module DC in a one-to-one mode according to the linear direction, and the wall body standard module QT is joggled above the step conical strip foundation standard module JT in a one-to-one mode according to the linear direction; the strip foundation T-shaped joint module TJT is arranged between the step conical strip foundation standard module JT and the strip foundation L-shaped joint module LJT which are perpendicular to each other, and a cross-shaped joint wall body module TQT is joggled above the strip foundation T-shaped joint module TJT; the stressed reinforcement is inserted into the longitudinal side hole grooves of the reinforced concrete bar foundation module near the bottom, and the distributed reinforcement is inserted into the width side hole grooves, as shown in fig. 13-14.
The utility model discloses a detachable reinforced concrete bar foundation combination system, the size is suitable, rational in infrastructure, the dismouting is convenient.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. Detachable reinforced concrete strip foundation combination system, its characterized in that: the reinforced concrete strip foundation module comprises a foundation cushion layer module DC, the reinforced concrete strip foundation module comprises a step-shaped tapered strip foundation standard module JT, a strip foundation T-shaped joint module TJT and a strip foundation L-shaped joint module LJT, the masonry module comprises a wall standard module QT, a cross-shaped joint wall module TQT and an L-shaped joint wall module LQT, the top surface of each reinforced concrete strip foundation module is joggled with the upper masonry, the bottom surface of each reinforced concrete strip foundation module is joggled with the lower cushion layer module, the length direction side surface of each reinforced concrete strip foundation module, which is close to the bottom, is provided with a hole groove (6) for inserting a foundation stressed steel bar, the width direction side surface is provided with a hole groove (7) for inserting a foundation distribution steel bar, and through the combination of different reinforced concrete strip foundation modules, the straight line type, T-shaped, cross-shaped and L-shaped node connection is realized.
2. The removable reinforced concrete strip foundation assembly system of claim 1, wherein: the foundation mat standard module DC is a square three-dimensional module with the thickness h, a first tenon for joggling with a reinforced concrete strip foundation module is arranged on the upper surface of the foundation mat standard module DC, first mortises are arranged in three side faces of the four side faces of the foundation mat standard module DC side by side, second tenons are arranged in the fourth side face of the foundation mat standard module DC side by side, and the two adjacent foundation mat standard modules DC in different directions are connected by inserting the second tenons into the first mortises in the other foundation mat standard module DC side faces.
3. The removable reinforced concrete strip foundation assembly system of claim 1, wherein: order toper bar basis standard module JT includes plane, lower plane, the vertical face in a left side, the vertical face in the right side, left inclined plane, right inclined plane, go up plane and down planar one side and pass through left inclined plane and the vertical face in a left side and connect, go up plane and lower planar opposite side and pass through right inclined plane and the vertical face in the right side and connect, the both ends of order toper bar basis standard module JT are vertical order toper face, go up the plane with wall body standard module QT joggle, be provided with on the vertical face in a left side well and the vertical face in the right side and supply basic atress reinforcing bar male hole groove (6), be provided with on the toper face of order and supply basic distribution reinforcing bar male hole groove (7).
4. The removable reinforced concrete strip foundation assembly system of claim 1, wherein: bar basis T shape connects module TJT includes plane, lower plane, the vertical face in a left side, the vertical face in the right side, left inclined plane, right inclined plane, go up the plane and be connected through left inclined plane and the vertical face in a left side with lower planar one side, go up the plane and pass through right inclined plane and the vertical face in the right side with lower planar opposite side and connect, bar basis T shape connects module TJT's one end to be vertical order conical surface, and the face type of the other end is identical with the length direction side face type of the basic standard module JT of order toper, go up the plane with "ten" shape connects wall body module TQT joggle.
5. The removable reinforced concrete strip foundation assembly system of claim 1, wherein: bar basis L shape connects module LJT includes plane, lower plane, the vertical face in a left side, the vertical face in the right side, left inclined plane, right inclined plane, go up plane and lower planar one side and pass through left inclined plane and the vertical face in a left side and connect, go up plane and lower planar opposite side and pass through right inclined plane and the vertical face in the right side and connect, bar basis L shape connects module LJT's one end to be vertical order toper face, and the face type of the other end is the same with the length direction side face type of order toper bar basis standard module JT, go up the plane with L shape connects wall body module LQT joggle.
6. The removable reinforced concrete strip foundation assembly system of claim 1, wherein: the surfaces of the stressed steel bars and the distribution steel bars are respectively coated with different colors.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020338798.1U CN212053186U (en) | 2020-03-18 | 2020-03-18 | Detachable reinforced concrete strip foundation combination system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020338798.1U CN212053186U (en) | 2020-03-18 | 2020-03-18 | Detachable reinforced concrete strip foundation combination system |
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| CN212053186U true CN212053186U (en) | 2020-12-01 |
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| CN202020338798.1U Active CN212053186U (en) | 2020-03-18 | 2020-03-18 | Detachable reinforced concrete strip foundation combination system |
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