CN215759130U - Cushion cap brick moulding bed masonry structure - Google Patents

Cushion cap brick moulding bed masonry structure Download PDF

Info

Publication number
CN215759130U
CN215759130U CN202121545312.2U CN202121545312U CN215759130U CN 215759130 U CN215759130 U CN 215759130U CN 202121545312 U CN202121545312 U CN 202121545312U CN 215759130 U CN215759130 U CN 215759130U
Authority
CN
China
Prior art keywords
thick
cement mortar
layer
brick
moulding bed
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.)
Active
Application number
CN202121545312.2U
Other languages
Chinese (zh)
Inventor
杨琴
罗列
马太祎
杨鹏
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.)
China Railway No 2 Engineering Group Co Ltd
Shenzhen China Railway Second Bureau Engineering Co Ltd
Original Assignee
China Railway No 2 Engineering Group Co Ltd
Shenzhen China Railway Second Bureau 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 China Railway No 2 Engineering Group Co Ltd, Shenzhen China Railway Second Bureau Engineering Co Ltd filed Critical China Railway No 2 Engineering Group Co Ltd
Priority to CN202121545312.2U priority Critical patent/CN215759130U/en
Application granted granted Critical
Publication of CN215759130U publication Critical patent/CN215759130U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to a cushion cap brick moulding bed masonry structure, wherein a first thick cement mortar layer is arranged around a cushion cap and a ground beam, a waterproof layer is arranged outside the first thick cement mortar layer, a second thick cement mortar layer is arranged outside the waterproof layer, and a thick brick moulding bed layer is arranged outside the second thick cement mortar layer. The utility model has novel structure, achieves good waterproof effect, can prevent the brick mould from being extruded to be damaged when pouring concrete, and can bear good force.

Description

Cushion cap brick moulding bed masonry structure
Technical Field
The utility model relates to the field of brick moulding bed building, in particular to a bearing platform brick moulding bed building structure.
Background
Bearing platform and grade beam need be under construction brick child mould usually, among the prior art, because bearing platform and grade beam shape position shape are different, and waterproof construction is overall arrangement usually not reasonable enough, how to set up each layer for overall structure is reasonable, is worth studying.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the utility model provides the building structure of the cushion cap brick molding bed, which has reasonable overall structure layout, reasonably arranges the waterproof layer, achieves good waterproof effect and can prevent the brick molding bed from being damaged by extrusion when concrete is poured.
The technical scheme of the utility model is as follows:
a cushion cap brick moulding bed masonry structure is provided, wherein a first thick cement mortar layer is arranged around a cushion cap and a ground beam, a waterproof layer is arranged outside the first thick cement mortar layer, a second thick cement mortar layer is arranged outside the waterproof layer, and a thick brick moulding bed layer is arranged outside the second thick cement mortar layer.
Further, the first thick cement mortar layer and the second thick cement mortar layer are 20mm thick M10 cement mortar.
Furthermore, the thick brick fetal membrane layer of the bearing platform part is a 240mm thick brick fetal membrane, and the thick brick fetal membrane layer of the ground beam part is a 120/240mm thick brick fetal membrane.
Furthermore, the bearing platform is rectangular, the ground beams are arranged around the bearing platform, and the ground beams around the bearing platform are symmetrical.
Further, the brick moulding bed comprises MU10 cement solid bricks, and the cement solid bricks are built by M10 cement mortar.
Compared with the prior art, the utility model has the following beneficial effects:
the waterproof layer is arranged between the two layers of cement mortar, the thickness of the cement mortar is 20mm, the ground beams are uniformly distributed around the bearing platform, the waterproof effect is good, meanwhile, the side gap is reinforced by a plain soil backfilling method, and the brick mould can be prevented from being extruded to be damaged when concrete is poured. Aiming at the positions of the bearing platform and the ground beam, the thickness of the thick brick moulding bed is different, and the stress can be well applied.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Detailed Description
The technical solutions in the embodiments will be described clearly and completely with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the examples without making any creative effort, shall fall within the protection scope of the present invention.
Unless otherwise defined, technical or scientific terms used in the embodiments of the present application should have the ordinary meaning as understood by those having ordinary skill in the art. The use of "first," "second," and similar terms in the present embodiments does not denote any order, quantity, or importance, but rather the terms are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. "mounted," "connected," and "coupled" are to be construed broadly and may, for example, be fixedly coupled, detachably coupled, or integrally coupled; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. "Upper," "lower," "left," "right," "lateral," "vertical," and the like are used solely in relation to the orientation of the components in the figures, and these directional terms are relative terms that are used for descriptive and clarity purposes and that can vary accordingly depending on the orientation in which the components in the figures are placed.
As shown in fig. 1, in the masonry structure of the cushion cap brick molding bed of the embodiment, a first thick cement mortar layer 2 is arranged around a cushion cap 1 and a ground beam 6, a waterproof layer 3 is arranged outside the first thick cement mortar layer 2, a second thick cement mortar layer 4 is arranged outside the waterproof layer 3, and a thick brick molding bed 5 is arranged outside the second thick cement mortar layer 4.
The first thick cement mortar layer 2 and the second thick cement mortar layer 4 are 20mm thick M10 cement mortar. The thick brick moulding bed layer at the bearing platform 1 part is a brick moulding bed with the thickness of 240mm, and the thick brick moulding bed layer at the ground beam 6 part is a brick moulding bed 5 with the thickness of 120/240 mm.
The bearing platform 1 is rectangular, the ground beams 6 are arranged around the bearing platform, and the ground beams around the bearing platform are symmetrical. The brick moulding bed comprises MU10 cement solid bricks, and the cement solid bricks are built by M10 cement mortar.
The brick molding bed is constructed by MU10 cement solid bricks and M10 cement mortar, and the thickness of the brick molding bed is 240 mm. When cushion cap excavation, expand 300mm outward as the working face from the cushion cap bottom both sides brick wall boundary line, adopt 1 during the rock layer excavation: and (5) slope releasing is carried out at a speed of 1:1 in the soil layer.
And constructing the cushion layer according to the design requirement. After the brick moulding bed is built, M10 cement mortar with the thickness of 2cm is used for plastering the inner side, and then waterproof layer construction (2 cm of fillet needs to be chamfered at the corner of a male corner and a female corner) and waterproof protective layer construction are carried out. After the brick wall is built for 24 hours, the side gaps are reinforced by a method of backfilling plain soil, and the brick mould is prevented from being damaged by extrusion when concrete is poured in a layered mode.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims (6)

1. The utility model provides a cushion cap brick moulding bed masonry structure which characterized in that: be equipped with first thick cement mortar layer around cushion cap and the grade beam, first thick cement mortar layer is equipped with the waterproof layer outward, is equipped with the thick cement mortar layer of second outward outside the waterproof layer, and the thick cement mortar layer of second is equipped with thick brick child rete outward.
2. The cushion cap brick moulding bed masonry structure of claim 1, characterized in that: the first thick cement mortar layer and the second thick cement mortar layer are 20mm thick M10 cement mortar.
3. The cushion cap brick moulding bed masonry structure of claim 1, characterized in that: and 2cm of round angle is chamfered at the corner of the internal corner and the external corner of the waterproof layer.
4. The cushion cap brick moulding bed masonry structure of claim 1, characterized in that: the thick brick fetal membrane layer of the bearing platform part is a brick fetal membrane with the thickness of 240mm, and the thick brick fetal membrane layer of the ground beam part is a brick fetal membrane with the thickness of 120/240 mm.
5. The cushion cap brick moulding bed masonry structure of claim 1, characterized in that: the bearing platform is rectangular, the ground beams are arranged around the bearing platform, and the ground beams around the bearing platform are symmetrical.
6. The cushion cap brick moulding bed masonry structure of claim 1, characterized in that: the brick moulding bed comprises MU10 cement solid bricks, and the cement solid bricks are built by M10 cement mortar.
CN202121545312.2U 2021-07-08 2021-07-08 Cushion cap brick moulding bed masonry structure Active CN215759130U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121545312.2U CN215759130U (en) 2021-07-08 2021-07-08 Cushion cap brick moulding bed masonry structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121545312.2U CN215759130U (en) 2021-07-08 2021-07-08 Cushion cap brick moulding bed masonry structure

Publications (1)

Publication Number Publication Date
CN215759130U true CN215759130U (en) 2022-02-08

Family

ID=80104401

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121545312.2U Active CN215759130U (en) 2021-07-08 2021-07-08 Cushion cap brick moulding bed masonry structure

Country Status (1)

Country Link
CN (1) CN215759130U (en)

Similar Documents

Publication Publication Date Title
CN206503169U (en) A kind of integral basement tower crane and raft plate seam construction
CN104264862A (en) 3D printing reinforcement masonry shear wall structure and construction method thereof
CN101949226B (en) Cross construction method for large pool body
CN105714849A (en) Reverse construction method for adjacent high and low floors (bays) of basement
CN113513015A (en) Semi-prefabricated concrete reinforcement cage underground continuous wall and construction method
CN111456065A (en) Assembled prefabricated brick moulding bed
CN103615007B (en) A kind of construction method of simultaneously building outer wall of basement and base plate
CN206128374U (en) A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module
CN104141358A (en) Mortar-free self-embedded masonry structure system and building comprising system
CN206457828U (en) A kind of combination pilework of building foundation pit supporting
CN211368599U (en) Temporary plugging structure for diversion tunnel
CN215759130U (en) Cushion cap brick moulding bed masonry structure
CN210104811U (en) Basement pile-wall integrated waterproof structure system
CN107237448A (en) A kind of prefabricated interior fill concrete wallboard and its manufacture method
CN215630069U (en) Waterproof integrated prefabricated component for independent basement foundation
CN209369106U (en) A kind of integral prefabricated masonry structure
CN210013190U (en) Rock-fill concrete stacked structure and rock-fill concrete dam body
CN104060605B (en) Fold-line-shaped pile foundation structure and basic role power computational methods thereof and construction method
RU138593U1 (en) SELF-ORIENTING BUILDING MODULE WITH "LEGKOSTROY" SUPPORT INSERTS
US7178302B2 (en) Multi-layer vacuum assembly-enabled fundamental building material
CN219261080U (en) Sump foam brick moulding bed
CN217325470U (en) Basement outer wall post-cast strip department assembled retaining wall
CN220080116U (en) Waterproof protective layer structure for bottom plate external corner
CN216130189U (en) Connecting structure of diaphragm wall and existing wall body
CN212452768U (en) Post-cast strip protection architecture is backfilled in advance to underground outdoor side

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant