CN207891910U - A kind of basement building structure - Google Patents
A kind of basement building structure Download PDFInfo
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- CN207891910U CN207891910U CN201721686358.XU CN201721686358U CN207891910U CN 207891910 U CN207891910 U CN 207891910U CN 201721686358 U CN201721686358 U CN 201721686358U CN 207891910 U CN207891910 U CN 207891910U
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- construction
- basement
- support construction
- wall
- inner supporting
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Abstract
The utility model discloses a kind of basement building structure, including outer wall of basement, beam support construction between outer wall of basement, wall construction is gone along with sb. to guard him outside outer wall of basement, column support construction under beam support construction, inner supporting structure is equipped in beam support construction, inner supporting structure fixation is built on going along with sb. to guard him wall construction, the support construction of building floor is collectively formed with beam support construction for inner supporting structure, supporting rod structure is equipped in column support construction, supporting rod structure is set to below inner supporting structure, the support construction of inner supporting structure and beam support construction is collectively formed with supporting rod structure for column support construction.By changing existing construction procedure and method, the inner supporting structure and supporting rod structure to be removed using script is used as the basement building structure of the project, while not polluting the environment, also reduces construction cost, construction material has been saved, construction speed is accelerated.
Description
Technical field
The utility model is related to a kind of building structure and its construction method, more particularly to a kind of basement building structure and its
Construction method.
Background technology
With the continuous development of construction market, deep basal pit basement engineering is more and more, and basement foundation ditch retaining wall is using branch
Fender pile adds inner support technology also more.But traditional method is：When basement engineering is built to each layer of inner support absolute altitude, just tear open
Except the inner support in this layer, does so and pollution, and the waste to resource not only are generated to environment.Its inner supporting structure is direct
It is used as the project underground structure, that is the good thing benefited the nation and the people.
The construction method of traditional inner support system mainly includes the following steps that（By taking -3 layers of basement as an example）
As shown in Figure 3, Figure 4：
（1）, construction go along with sb. to guard him wall construction 1；（2）, excavate -1 layer of basement the cubic metre of earth and stone, after the completion construct -1 layer retaining wall spray
Concrete layer 2 is penetrated, while -1 layer of inner supporting structure 6 of constructing；（3）, excavate -2 layers of basement the cubic metre of earth and stone, after the completion construct -2 layers
Retaining wall shotcrete layer 2, while -2 layers of inner supporting structure 6 of constructing；（4）, excavate -3 layers of basement the cubic metre of earth and stone, after the completion
- 3 layers of retaining wall shotcrete layer 2 of construction, smooth ground while, pours bed course 10 with pea gravel concreten and magma is levelling；
（5）, construction the interim brick body waterproofing protection wall 15 and the wall of basement surrounding 1：2 cement mortar screeding layers 16；（6）, apply
The waterproof layer 6 of work basement base plate waterproofing 12 and surrounding wall, construction 1：2 cement mortar fish tail and waterproof layers 13；（7）, be laid with
Basement bottom board reinforcing bar pours basement bottom board armored concrete；（8）, be laid with -3 layers of outer wall of basement 4 and -2 layers and built with -3 layers
The reinforcing bar of build floor 9 installs that the part is inside and outside and the template frame pipe of top plate and the armored concrete for pouring the part；（9）, tear open
Except the inner support between -3 layers and -2 layers（The method that explosion can be used is removed）；（10）, be laid with -2 layers of exterior wall of basement and -1 layer
With the reinforcing bar of -2 layers of building floor 9, install that the part is inside and outside and the template frame pipe of top plate and the armored concrete for pouring the part；
（11）, remove -2 layers and -1 layer between inner support（The method that explosion can be used is removed）；（12）, remove -1 layer to -3 layers underground
The template and frame pipe of room exterior wall 4 cut the waterproof pull rod of outer wall of basement 4；（13）, repairing 4 metope of outer wall of basement defect,
The base 1 of -1 layer to -3 layers of outer wall of basement of construction：2 cement mortar screeding layers 16, -1 layer to -3 layers of outer wall of basement of construction
Waterproof layer 6 and protective layer, the brick body waterproofing protection wall of -1 layer to -3 layers of construction；（14）, remove -1 layer of outer wall of basement to -3
The scaffold of layer, the backfill cubic metre of earth and stone 14 in backfill construction channel.
It follows that during basement traditional construction, inner supporting structure is to be removed no, is done so not only
It can cause environmental pollution, and the wasting of resources is huge.
Utility model content
The goal of the invention of the utility model is：In view of the above problems, a kind of basement building structure is provided, is led to
It crosses and uses inner supporting structure and supporting rod structure directly as the project basement building structure, material will not be wasted
Resource will not generate environment pollution, and save a large amount of construction material in direct use, and save manpower, object
Power.Construction period is greatly improved, building cost is reduced.
The technical solution adopted in the utility model is as follows：A kind of basement building structure, including outer wall of basement are set to ground
Beam support construction between the exterior wall of lower room, wall construction is gone along with sb. to guard him outside outer wall of basement, the column being set under beam support construction
Support construction, beam support construction is interior to be equipped with inner supporting structure, and inner supporting structure fixation is built on going along with sb. to guard him wall construction, inner support knot
The support construction of building floor is collectively formed with beam support construction for structure, and supporting rod structure, support post knot are equipped in column support construction
Structure is set to below inner supporting structure, and the branch of inner supporting structure and beam support construction is collectively formed with supporting rod structure for column support construction
Support structure.
Said program is built as basement with supporting rod structure using the inner supporting structure for needing to remove originally and is tied as a result,
Structure itself uses, and reduces the data waste in engineering, reduces building cost.
Template is saved in order to further facilitate construction, the inner supporting structure is located at the lower section of the beam support construction.
Further, when basement building structure be not present the beam support construction when, the inner supporting structure directly as
The support construction of building floor.
Further, when the column support construction is not present in basement building structure, described in the supporting rod structure conduct
The support construction of inner supporting structure and the beam support construction.
The utility model further includes a kind of construction method of basement building structure, is included the following steps：
Wall construction is gone along with sb. to guard him in step 1, construction;
Step 2, the cubic metre of earth and stone for excavating the basement first floor, after the completion, it is mixed that the construction first floor goes along with sb. to guard him the injection on wall construction basal plane
Solidifying soil layer, and the construction waterproof layer on shotcrete layer, according still further to the project basement engineering Structural Design Requirement construction first floor
Inner supporting structure；
Step 3, the cubic metre of earth and stone for excavating basement middle layer, after the completion, construction middle layer go along with sb. to guard him the spray on wall construction basal plane
Concrete layer, and the construction waterproof layer on shotcrete layer are penetrated, is constructed according still further to project basement engineering Structural Design Requirement
Middle layer inner supporting structure and supporting rod structure；
Step 4, the cubic metre of earth and stone for excavating basement bottom, after the completion, it is mixed that construction bottom goes along with sb. to guard him the injection on wall construction basal plane
Solidifying soil layer, and with pouring pea gravel concreten bed course, the waterproof layer of construction bottom alien invasion surrounding and bottom while smooth ground
Plate waterproof layer, construct base plate waterproofing on 1：2 cement mortar protective courses, basement bottom board of constructing, construction supporting rod structure；
Step 5, construction outer wall of basement, floor, beam support construction, column support construction；
Step 6, dismounting basement template and frame pipe, basement engineering civil engineering part are basically completed.
Further, when basement is two layers, then the construction technology of the construction step 3 is not had to.
In order to further make building structure integrality and save the template and material needed for construction beam support construction, when
When the beam support construction is not present in basement building structure, then the beam support construction in the construction step 5 is not had to.
In order to further make building structure integrality and save the template and material needed for construction column support construction, when
When the column support construction is not present in basement building structure, then the column support construction in the construction step 5 is not had to.
In order to further make building structure more firm and intensity bigger, better adaptability, when the inner supporting structure
With the support post structure division as building structure in use, then want projects design in unwanted inner supporting structure with
Supporting rod structure.
In conclusion by adopting the above-described technical solution, the utility model has the beneficial effects that：
The material and template of construction beam support construction are saved；
The material and template of construction column support construction are saved；
Resource when removing inner support system is saved；
Inner support system is used, protects environment few contaminated, and with column support construction and beam support construction
It is stronger that rigidity is applied in combination, stress bigger.
In its work progress, a large amount of human and material resources are saved, project duration is shortened, has reduced the cost of project.
When beam support construction or column support construction is not present in basement structure, then only interior branch need to be considered in engineering design
The stress intensity of support structure.And it is not required to go construction beam support construction or column support construction again in construction.
Description of the drawings
Fig. 1 is a kind of floor map of basement building structure of the utility model；
Fig. 2 is a kind of diagrammatic cross-section of basement building structure of the utility model；
Fig. 3 is the floor map that basement engineering has removed inner support system under traditional construction way；
Fig. 4 is the diagrammatic cross-section that basement engineering has removed inner support system under traditional construction way.
It is marked in figure：1 is goes along with sb. to guard him wall construction, and 2 be shotcrete layer, and 3 be waterproof layer, and 4 be outer wall of basement, and 5 be beam
Support construction, 6 be inner supporting structure, and 7 be supporting rod structure, and 8 be column support construction, and 9 be building floor, and 10 be pea gravel concreten
Bed course, 11 be basement bottom board, and 12 be base plate waterproofing, and 13 be 1：2 cement mortar protective courses, 14 be the backfill cubic metre of earth and stone, and 15 are
Brick body waterproofing protection wall, 16 be 1：2 cement mortar screeding layers.
Specific implementation mode
Below in conjunction with the accompanying drawings, the utility model is described in detail.
In order to make the object, technical solution and advantage of utility model be more clearly understood, with reference to the accompanying drawings and embodiments,
The present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain this
Utility model is not used to limit the utility model.
As shown in Figure 1 and Figure 2, a kind of basement building structure, including outer wall of basement 4 are set between outer wall of basement 4
Beam support construction 5, go along with sb. to guard him wall construction 1 outside outer wall of basement 4, be set to beam support construction 5 under column support construction
8, beam support construction 5 is interior to be equipped with inner supporting structure 6, and the fixation of inner supporting structure 6 is built on going along with sb. to guard him wall construction 1, inner supporting structure 6
Support 6 structures that the support construction of building floor 9 is collectively formed with beam, column support construction 8 is interior to be equipped with supporting rod structure 7, support post
Structure 7 is set to 6 lower section of inner supporting structure, and column support construction 8 is collectively formed inner supporting structure 6 with supporting rod structure 7 and is supported with beam
The support construction of structure 5.
Said program is built with supporting rod structure 7 as basement using the inner supporting structure 6 for needing to remove originally as a result,
Structure itself uses, and reduces the data waste in engineering, reduces building cost.
More specifically, the inner supporting structure 6 is located at the lower section of beam support construction 5.
In this case, inner supporting structure 6 and beam support construction 5 collectively as building floor 9 support construction, for
It, can better molding and bundle muscle in its work progress for beam support construction 5.
More specifically, when the beam support construction 5 is not present in basement building structure, the inner supporting structure 6
Directly as the support construction of building floor 9.
More specifically, when the column support construction 8 is not present in basement building structure, the supporting rod structure 7
Support construction as the inner supporting structure 6 and the beam support construction 5.
The utility model further includes a kind of construction method of basement building structure, is included the following steps：
Wall construction 1 is gone along with sb. to guard him in step 1, construction;
Step 2, the cubic metre of earth and stone for excavating the basement first floor, after the completion, it is mixed that the construction first floor goes along with sb. to guard him the injection on 1 basal plane of wall construction
Solidifying soil layer 2, and the construction waterproof layer 3 on shotcrete layer 2 are constructed first according still further to project basement engineering Structural Design Requirement
Layer inner supporting structure 6；
Step 3, the cubic metre of earth and stone for excavating basement middle layer, after the completion, construction middle layer go along with sb. to guard him the spray on 1 basal plane of wall construction
Concrete layer 2, and the construction waterproof layer 3 on shotcrete layer 2 are penetrated, is applied according still further to project basement engineering Structural Design Requirement
Work middle layer inner supporting structure 6 and supporting rod structure 7；
Step 4, the cubic metre of earth and stone for excavating basement bottom, after the completion, it is mixed that construction bottom goes along with sb. to guard him the injection on 1 basal plane of wall construction
Solidifying soil layer 2, and with pouring pea gravel concreten bed course 10 while smooth ground, bottom alien invasion surrounding of constructing waterproof layer 3 and
Base plate waterproofing 12, construct base plate waterproofing on 1：2 cement mortar protective courses 13, basement bottom board 11 of constructing, construction supporting
Rod structure 7；
Step 5, construction outer wall of basement 4, building floor 9, beam support construction 5, column support construction 8；
Step 6, dismounting basement template and frame pipe, basement engineering civil engineering part are basically completed.
More specifically, when basement is two layers, then the construction technology of the construction step 3 is not had to.
More specifically, when the beam support construction 5 is not present in basement building structure, then the step of constructing is not had to
Beam support construction 5 in rapid 5.
The above situation makes inner supporting structure more have integrality, can preferably support building floor, construct
Cheng Zhong also eliminates a large amount of construction procedure and has saved construction material.
More specifically, when the column support construction 8 is not present in basement building structure, then the step of constructing is not had to
Column support construction 8 in rapid 5.
The above situation makes supporting rod structure more have integrality, can preferably support superstructure, construct
Cheng Zhong also eliminates a large amount of construction procedure and has saved construction material.
More specifically, when the inner supporting structure 6 and 7 part of supporting rod structure are used as building structure
When, then unwanted inner supporting structure 6 and supporting rod structure 7 in wanting projects to design.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model
Protection domain within.
Claims (4)
1. a kind of basement building structure, including outer wall of basement（4）, it is set to outer wall of basement（4）Between beam support construction
（5）, it is set to outer wall of basement（4）External goes along with sb. to guard him wall construction（1）, it is set to beam support construction（5）Under column support construction（8）,
It is characterized in that, beam support construction（5）It is interior to be equipped with inner supporting structure（6）, inner supporting structure（6）Fixed build is going along with sb. to guard him wall construction
（1）On, inner supporting structure（6）With beam support construction（5）Building floor is collectively formed（9）Support construction, column support construction（8）
It is interior to be equipped with supporting rod structure（7）, supporting rod structure（7）Set on inner supporting structure（6）Lower section, column support construction（8）With support post
Structure（7）Inner supporting structure is collectively formed（6）With beam support construction（5）Support construction.
2. a kind of basement building structure as described in claim 1, which is characterized in that the inner supporting structure（6）It is located at institute
State beam support construction（5）Lower section.
3. a kind of basement building structure as described in claim 1, which is characterized in that when institute is not present in basement building structure
State beam support construction（5）When, the inner supporting structure（6）As building floor（9）Support construction.
4. a kind of basement building structure as claimed in claim 2 or claim 3, which is characterized in that when basement building structure is not deposited
In the column support construction（8）When, the supporting rod structure（7）As the inner supporting structure（6）With the beam support construction
（5）Support construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721686358.XU CN207891910U (en) | 2017-12-07 | 2017-12-07 | A kind of basement building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721686358.XU CN207891910U (en) | 2017-12-07 | 2017-12-07 | A kind of basement building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207891910U true CN207891910U (en) | 2018-09-21 |
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ID=63548268
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721686358.XU Expired - Fee Related CN207891910U (en) | 2017-12-07 | 2017-12-07 | A kind of basement building structure |
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| Country | Link |
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| CN (1) | CN207891910U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149707A (en) * | 2017-12-07 | 2018-06-12 | 成都新艺置业有限公司 | A kind of basement building structure and its construction method |
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2017
- 2017-12-07 CN CN201721686358.XU patent/CN207891910U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149707A (en) * | 2017-12-07 | 2018-06-12 | 成都新艺置业有限公司 | A kind of basement building structure and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180921 Termination date: 20211207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |