CN203639775U - Building block interface structure - Google Patents

Building block interface structure Download PDF

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Publication number
CN203639775U
CN203639775U CN201320864595.6U CN201320864595U CN203639775U CN 203639775 U CN203639775 U CN 203639775U CN 201320864595 U CN201320864595 U CN 201320864595U CN 203639775 U CN203639775 U CN 203639775U
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China
Prior art keywords
building block
salient point
transverse groove
interface structure
building
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Expired - Lifetime
Application number
CN201320864595.6U
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Chinese (zh)
Inventor
郭高
赵健淳
王景鹏
张会权
王雪松
肖波
张旭
孙宏亮
刘丽红
刘召起
郑丽萍
路政
马志华
姚涛
麦睿
姜鑫
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Changchun Municipal Engineering Design And Research Institute Co ltd
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Changchun Municipal Engineering Design & Research Institute
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Priority to CN201320864595.6U priority Critical patent/CN203639775U/en
Application granted granted Critical
Publication of CN203639775U publication Critical patent/CN203639775U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model relates to a building block interface structure. The building block interface structure is characterized in that transverse grooves are formed in the side surface of a building block, and divided into upper, middle and lower three rows; each layer of transverse grooves are formed in a ring around the building block; a vertical groove is arranged on the side surface of the building block, and is communicated to the transverse grooves; convex points matched with a geogrid mesh are arranged on the bottom surface of the building block; the clearance between two adjacent convex points meets the necessary condition for ensuring an interband clearance of at least one convex point when the convex points move along the transverse or longitudinal direction, namely d=2+14k, wherein k is a natural number. Convex and concave structures on the surface of the building block are fully utilized, a mesh mortar ring is arranged on the side surface of the building block to enhance the friction coefficient between the building blocks, and the structure formed by grouting mortar plays a role of improving the stability of an assembly body of the building block.

Description

Building block interfacial structure
Technical field
The utility model relates to a kind of building block interfacial structure, particularly relates to a kind of building block interfacial structure of embedded squeezing concrete block assembly type roadbase structure, is applied to urban road construction field.
Background technology
" embedded squeezing concrete block assembly type roadbase structure " is the roadbase structure being assembled by building block, for meeting structural stability requirement, building block side arranges structure, building block side that netted mortar ring strengthens blockhouse friction factor and vertical junction plate is set builds space mortar reticulate body, building block bottom margin and arrange that collar tie beam improves sedimentation resistance stability, building block bottom arranges salient point mate with geo-grid mesh and improves the structure of resisting building block sideslip.Therefore building block interfacial structure has the structure particularity demand of self.
Summary of the invention
The purpose of this utility model is to provide a kind of building block interfacial structure, different structural measures is taked on surface to " embedded squeezing concrete block assembly type roadbase structure " building block used, make full use of block surfaces protruding, recessed structure is set, building block side arranges netted mortar ring and strengthens blockhouse friction factor, and the structure forming after perfusion mortar plays the stability that increases building block assembly.
The technical solution of the utility model is achieved in that building block interfacial structure, it is characterized in that: building block side surface has transverse groove, is divided into upper, middle and lower three rows, and every layer of transverse groove all around building block in the form of a ring; In building block side, one vertical slot is set, and connects with transverse groove; Building block bottom surface arranges the salient point mating with geo-grid mesh, and two adjacent salient point clear distances ensure while meeting salient point along horizontal or lengthwise movement that having the necessary condition of a salient point interband headroom at least is d=2+14k, and k is natural number.
Salient point quantity on described building block bottom surface is 4n, and wherein n is positive integer.
Good effect of the present utility model is to make full use of block surfaces protruding, recessed structure is set, and the structure forming after perfusion mortar can play the stability that increases building block assembly.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the sectional drawing of lateral grooves of the present utility model.
Fig. 3 is that perfusion mortar of the present utility model forms square grid shape collar tie beam structure chart.
Fig. 4 is the arrangement diagram of the salient point of bottom surface of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further described: as shown in Figure 1, building block interfacial structure, is characterized in that: building block 1 side surface has horizontal groove 2, is divided into upper, middle and lower three rows, every layer of horizontal groove 2 all around building block in the form of a ring; In building block 1 side, one vertical slot 3 is set, and connects with transverse groove 2; Building block 1 bottom surface arranges the salient point 4 mating with geo-grid mesh, and two adjacent salient point clear distances ensure while meeting salient point along horizontal or lengthwise movement that having the necessary condition of a salient point interband headroom at least is d=2+14k, and k is natural number.
Salient point quantity on described building block 1 bottom surface is 4n, and wherein n is positive integer.
As shown in Figure 1-2, when work, place corresponding building block 1, make the building block on narrow limit corresponding with transverse groove 2 positions in broadside building block, assembled rear transverse groove 2 make-ups present duct shape hole, mortar injection be full of the netted mortar ring of hole formation while building by laying bricks or stones, plays the vertical effect of sliding along side between restriction building block just as mortise and tenon.
One vertical slot 3 is set in building block side, and connects with transverse groove 2.In groove, after perfusion mortar, become one with three layers of mortar ring, as Bird's Nest, play and build space multistory net structure, and have the effect that increases mortar ring intensity.This vertical slot 3 can also be served as fixture locating slot and be used in building block transport and assembled operation.
Building block 1 bottom arranges the structure of the salient point 4 raising opposing building blocks sideslips that mate with geo-grid mesh as shown in Figure 3.Be provided with groove 5 at building block 1 bottom margin, and perfusion mortar forms square grid shape collar tie beam structure, the ability of enhancing building block opposing differential settlement.Geo-grid is laid in building block bottom, and its mesh size is definite value.When building block bottom is provided with salient point 4, and in the time laying, make salient point 4 insert in mesh, form mortise and tenon.Play the effect that prevents that building block 1 from breakking away.Key is that salient point 4 sizes and position will be mated with grid hole, so that raising salient point 4 falls into the probability of mesh.
Because building block 1 material is concrete, at concreting mould inside, outstanding transverse groove 2, vertical slot 3 and bottom groove 5 are set and complete each groove and salient point manufacture can be at concreting time.
In order to increase the side-friction of single building block and subbase, prevent building block assembly generation lateral displacement, design considers to utilize rubble, the two-way tensile stress geo-grid composition of steel band salient point laterally and longitudinal constraints, simultaneously in order effectively to utilize to the full extent above-mentioned constraints, several salient points 4 are set in building block bottom surface, utilize the restraint forces between salient point 4 and rubble grid to form interlocking, meet the designing requirement of road structure.According to above-mentioned principle, it is very important that the size of salient point 4 and position seem, the outward appearance of steel band geo-grid is square grid shape, interband headroom is 12cm, bandwidth is 2cm, the randomness of laying while assembling due to building block, need to solve bottom surface salient point 4 and how guarantee salient point 4 is set drops on the maximum probability problem of interband headroom.First pass through the checking computations of structural mechanics, the suitable dimensions of having determined single salient point 4 is the circular salient point of diameter 5cm, thickness 2cm.Suppose that bottom surface arranges 4 salient points, and in the time that the distance of two horizontal and vertical salient points 4 meets salient point along horizontal or lengthwise movement, ensureing to have the necessary condition d=2+14k(k of salient point 4 interband headroom at least is natural number), as shown in Figure 4: moved on grid band time when controlling two salient points 4, while movement along the vertical direction of moving direction, because the spacing of two other salient point 4 also meets the necessary condition that ensures to have at least salient point 4 interband headroom in the time that the distance of two horizontal and vertical salient points 4 meets salient point 4 along horizontal or lengthwise movement, therefore, will inevitably meet and have at least a salient point 4 to drop in interband headroom, in sum, when building block bottom surface arrange salient point 4 meet below when two conditions, can inference when having a salient point 4 at least in the time that road direction is placed at random, building block 1 monomer can fall into grid headroom:
Condition 1: building block bottom surface salient point quantity is that 4n(n is positive integer).
Condition 2: it is natural number that adjacent two salient point clear distances ensure to have the necessary condition d=2+14k(k of a salient point interband headroom at least while meeting salient point along horizontal or lengthwise movement).
According to building block bottom surface real size, we arrange 8 salient points altogether.

Claims (2)

1. building block interfacial structure, is characterized in that: building block side surface has transverse groove, is divided into upper, middle and lower three rows, and every layer of transverse groove all around building block in the form of a ring; In building block side, one vertical slot is set, and connects with transverse groove; Building block bottom surface arranges the salient point mating with geo-grid mesh, and two adjacent salient point clear distances ensure while meeting salient point along horizontal or lengthwise movement that having the necessary condition of a salient point interband headroom at least is d=2+14k, and k is natural number.
2. building block interfacial structure according to claim 1, is characterized in that the salient point quantity on described building block bottom surface is 4n, and wherein n is positive integer.
CN201320864595.6U 2013-12-26 2013-12-26 Building block interface structure Expired - Lifetime CN203639775U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320864595.6U CN203639775U (en) 2013-12-26 2013-12-26 Building block interface structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320864595.6U CN203639775U (en) 2013-12-26 2013-12-26 Building block interface structure

Publications (1)

Publication Number Publication Date
CN203639775U true CN203639775U (en) 2014-06-11

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CN201320864595.6U Expired - Lifetime CN203639775U (en) 2013-12-26 2013-12-26 Building block interface structure

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592617A (en) * 2017-01-25 2017-04-26 陈益民 Cement concrete prefabricated AB block cushion
CN106939539A (en) * 2017-03-24 2017-07-11 金川集团股份有限公司 A kind of rapid constructing method for mine down-hole tunnel concrete road surface

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592617A (en) * 2017-01-25 2017-04-26 陈益民 Cement concrete prefabricated AB block cushion
CN106939539A (en) * 2017-03-24 2017-07-11 金川集团股份有限公司 A kind of rapid constructing method for mine down-hole tunnel concrete road surface

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Address after: 130031 No. 855, Kunshan Road, Changchun City, Jilin Province

Patentee after: Changchun municipal engineering design and Research Institute Co.,Ltd.

Address before: 130031 No. 855, Kunshan Road, Changchun City, Jilin Province

Patentee before: CHANGCHUN MUNICIPAL ENGINEERING DESIGN & Research Institute

CP01 Change in the name or title of a patent holder
CX01 Expiry of patent term

Granted publication date: 20140611

CX01 Expiry of patent term