CN203924139U - concrete component - Google Patents

concrete component Download PDF

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Publication number
CN203924139U
CN203924139U CN201420366668.3U CN201420366668U CN203924139U CN 203924139 U CN203924139 U CN 203924139U CN 201420366668 U CN201420366668 U CN 201420366668U CN 203924139 U CN203924139 U CN 203924139U
Authority
CN
China
Prior art keywords
draw
groove
concrete component
wall
basement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn - After Issue
Application number
CN201420366668.3U
Other languages
Chinese (zh)
Inventor
夏葵
夏艳
孟琼
张蕾
廖太平
汪云
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHENGDU THIRD CONSTRUCTION ENGINEERING Co Ltd
Original Assignee
CHENGDU THIRD CONSTRUCTION ENGINEERING Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CHENGDU THIRD CONSTRUCTION ENGINEERING Co Ltd filed Critical CHENGDU THIRD CONSTRUCTION ENGINEERING Co Ltd
Priority to CN201420366668.3U priority Critical patent/CN203924139U/en
Application granted granted Critical
Publication of CN203924139U publication Critical patent/CN203924139U/en
Anticipated expiration legal-status Critical
Withdrawn - After Issue legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The utility model provides a kind of concrete component, belongs to the realm of building construction, comprises the first draw-in groove and the second draw-in groove; The first draw-in groove and the second draw-in groove include bottom land and two parallel cell walls; The second draw-in groove is arranged in the first draw-in groove, and the bottom land of the bottom land of the first draw-in groove and the second draw-in groove is affixed, and interference fit outside the cell wall of the cell wall of the first draw-in groove inner side and the second draw-in groove; The first draw-in groove and the second draw-in groove are crisscross arranged being parallel in the direction of cell wall.This concrete component is formed a whole by two simple draw-in groove interference fit of contour structures that only include bottom land and parallel cell wall, and its shape is regular, easily processing and manufacturing.

Description

Concrete component
Technical field
The utility model relates to the realm of building construction, in particular to a kind of concrete component.
Background technology
The construction of poured band of outer wall of basement at present generally adopts brick retaining wall to carry out closure construction; During construction, elder generation's wall displacement brick retaining wall outside basement post-pouring zone, until retaining wall hardness reaches after 80%-100%, installation form fluid concrete inside poured band of outer wall of basement, after removing inner side template, in poured band of outer wall of basement outside, carry out construction of waterproof layer, the backfill earthwork outside poured band of outer wall of basement again after dismounting retaining wall.The construction of this method, owing to building at the construction field (site) the retaining wall more complicated that relatively expends time in, constructs, is therefore used brick retaining wall construction to have long construction period, the problem of complicated operation.
Utility model content
The utility model provides a kind of concrete component, is intended to address the above problem.
The utility model is achieved in that
A concrete component, comprises the first draw-in groove and the second draw-in groove;
Described the first draw-in groove and described the second draw-in groove include bottom land and two parallel cell walls;
Described the second draw-in groove is arranged in described the first draw-in groove, and the bottom land of the bottom land of described the first draw-in groove and described the second draw-in groove is affixed, and interference fit outside the cell wall of the cell wall of described the first draw-in groove inner side and described the second draw-in groove;
Described the first draw-in groove and described the second draw-in groove are crisscross arranged being parallel in the direction of described cell wall.
Further, it is characterized in that, this concrete component also comprises uses metal draw ring, and this draw ring is the annular of sealing, and it is vertically fixed on described the second draw-in groove.
The concrete component that the utility model provides is formed a whole by two simple draw-in groove interference fit of contour structures that only include bottom land and parallel cell wall, and its shape is regular, easily processing and manufacturing.When construction, the projection and the sunk part that in the time of only need to utilizing two draw-in grooves to be crisscross arranged, produce, just the vertical base of a plurality of above-mentioned concrete components can be connected together, form the template in poured band of outer wall of basement outside, with respect to existing construction method, save the construction sequence of using at the construction field (site) brick retaining wall, therefore there is short construction period, advantage simple to operate.
Accompanying drawing explanation
Fig. 1 shows the structure of the first draw-in groove top view of the concrete component that the utility model provides;
Fig. 1 (a) shows the structure of the first draw-in groove front view of the concrete component that the utility model provides;
Fig. 2 shows the structure of the second draw-in groove top view of the concrete component that the utility model provides;
Fig. 2 (a) shows the structure of the second draw-in groove front view of the concrete component that the utility model provides;
Fig. 3 shows the structure of the concrete component top view that the utility model provides;
Fig. 3 (a) shows the structure of the concrete component front view that the utility model provides;
Fig. 4 shows the structure of the concrete component that the utility model provides;
The structure of the construction method that Fig. 5 shows the poured band of outer wall of basement that the utility model provides job site in the specific implementation;
Fig. 6 shows three structures that stack of concrete component that the utility model provides.
The specific embodiment
Refer to Fig. 1-Fig. 4, this concrete component comprises the first draw-in groove 101 and the second draw-in groove 201; The first draw-in groove 101 and the second draw-in groove 201 include bottom land and two parallel cell walls, the second draw-in groove 201 is arranged in the first draw-in groove 101, the bottom land of the bottom land of the first draw-in groove 101 and the second draw-in groove 201 fits, and interference fit outside the cell wall of the cell wall of the first draw-in groove 101 inner side and the second draw-in groove 201; The first draw-in groove 101 and the second draw-in groove 201 are crisscross arranged being parallel in the direction of cell wall.
The concrete component profile of design is simple like this, than being easier to molding and moulding.The projection and the sunk part that when two draw-in grooves are crisscross arranged, produce, can make concrete component stack closely.
This concrete component also comprises with metal draw ring 202, the annular that this draw ring 202 is sealing, and it is vertically fixed on the second draw-in groove 201.The design of draw ring 202 has facilitated carrying on the one hand, on the other hand, when construction, can this concrete component be fixed together with the reinforcing bar 402 in ater-casting by this draw ring 202.
Inside at this concrete component is also provided with reinforcing bar, and this concrete component is more firm and durable like this.
Refer to Fig. 5 and Fig. 6, the utility model provides a kind of construction method of poured band of outer wall of basement, and the method is used above-mentioned concrete component, and the step of the method is as follows:
Water is cleaned out poured band of outer wall of basement 401 both sides;
With above-mentioned concrete component, by poured band of outer wall of basement 401 outside bottom surface, start successively upwards discharge, the size of the concrete component of topmost is measured rear making at the scene;
Draw ring on concrete component 202 is firm with the reinforcing bar 402 use galvanized wire colligations on poured band of outer wall of basement 401;
The cement mortar that is 1:3 by cement and sand ratio is smeared oblique angle at 45 ° by concrete component and poured band of outer wall of basement 401 junctions, it is floating that the thick waterproofing mortar 501 of 30mm is smeared at surface of concrete structure and place, oblique angle, and R=60mm fillet is smeared into waterproofing mortar 501 by each place, right angle;
Concrete component and poured band of outer wall of basement 401 between lay the waterproof roll 502 of SBS material;
Outside waterproof roll 502, build brickwork topping 503 by laying bricks or stones;
In described poured band of outer wall of basement outside, carry out backfilling of earthwork;
In poured band of outer wall of basement 401 inner sides, install template 601;
Until poured band of outer wall of basement 401 stay establish 60 days after at the interior concreting of poured band of outer wall of basement 401, concrete intensity reaches stripping 601 after 80%-100%.
The beginning that has facilitated construction cleaned out poured band of outer wall of basement 401 both sides by water, also makes the comparatively tight laminating in concrete component and ground simultaneously.With concrete component, by poured band of outer wall of basement 401 outside bottom surface, started to discharge straight up successively, construction is very convenient like this, save time, because the outer wall of basement height of each job site is inconsistent, so the size of the concrete component of topmost is measured rear making at the scene.The cement mortar of 1:3 is proper, by such cement mortar, concrete component and outer wall of basement junction is smeared to oblique angle at 45 °, and the two is fixed together, spread again waterproofing mortar 501, strengthened water resistance, fillet is smeared in corner, facilitates follow-up construction.
Laying water-proof coiled material 502, has guaranteed the water resistance of this basement.This waterproof roll 502 can be fixed and protect to brickwork topping 503.Complete etc. above-mentioned construction, and cement mortar and waterproofing mortar 501 carries out backfilling of earthwork after firmly.Until poured band of outer wall of basement 401 stay establish 60 days after at the interior concreting of poured band of outer wall of basement 401, now each component inside has shunk complete substantially, concreting makes this outer wall of basement complete, removes afterwards the template 601 of inner side, completes the construction at this place.
The Main Function of this concrete component has pressure while keeping out backfilling of earthwork, the outboard template during as poured band of outer wall of basement 401 sealing concreting, do not need to remove after construction.Because this concrete component is prefabricated, so saved a large amount of time and manpower when construction.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.

Claims (2)

1. a concrete component, is characterized in that, comprises the first draw-in groove and the second draw-in groove;
Described the first draw-in groove and described the second draw-in groove include bottom land and two parallel cell walls;
Described the second draw-in groove is arranged in described the first draw-in groove, and the bottom land of the bottom land of described the first draw-in groove and described the second draw-in groove is affixed, and interference fit outside the cell wall of the cell wall of described the first draw-in groove inner side and described the second draw-in groove;
Described the first draw-in groove and described the second draw-in groove are crisscross arranged being parallel in the direction of described cell wall.
2. concrete component according to claim 1, is characterized in that, this concrete component also comprises uses metal draw ring, and this draw ring is the annular of sealing, and it is vertically fixed on described the second draw-in groove.
CN201420366668.3U 2014-07-03 2014-07-03 concrete component Withdrawn - After Issue CN203924139U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420366668.3U CN203924139U (en) 2014-07-03 2014-07-03 concrete component

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420366668.3U CN203924139U (en) 2014-07-03 2014-07-03 concrete component

Publications (1)

Publication Number Publication Date
CN203924139U true CN203924139U (en) 2014-11-05

Family

ID=51819993

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420366668.3U Withdrawn - After Issue CN203924139U (en) 2014-07-03 2014-07-03 concrete component

Country Status (1)

Country Link
CN (1) CN203924139U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104088304A (en) * 2014-07-03 2014-10-08 成都市第三建筑工程公司 Concrete member and underground outdoor wall post-cast strip construction method
CN105350581A (en) * 2015-10-10 2016-02-24 中建二局第二建筑工程有限公司 Advanced sealing structure for basement top slab settlement post-cast strips

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104088304A (en) * 2014-07-03 2014-10-08 成都市第三建筑工程公司 Concrete member and underground outdoor wall post-cast strip construction method
CN104088304B (en) * 2014-07-03 2015-12-30 成都市第三建筑工程公司 Concrete component and poured band of outer wall of basement construction method
CN105350581A (en) * 2015-10-10 2016-02-24 中建二局第二建筑工程有限公司 Advanced sealing structure for basement top slab settlement post-cast strips

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20141105

Effective date of abandoning: 20151230

C25 Abandonment of patent right or utility model to avoid double patenting