CN209353372U - Structure is built in the room for being built in the underground space - Google Patents
Structure is built in the room for being built in the underground space Download PDFInfo
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- CN209353372U CN209353372U CN201821789175.5U CN201821789175U CN209353372U CN 209353372 U CN209353372 U CN 209353372U CN 201821789175 U CN201821789175 U CN 201821789175U CN 209353372 U CN209353372 U CN 209353372U
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Abstract
The utility model relates to a kind of rooms for being built in the underground space to build structure, comprising: pour in the substrate of underground space bottom;It is vertically arranged to the underground space, and is located at the prefabricated post at the corresponding turning of substrate;It is fixed in the wall of two neighboring prefabricated post;It is fixed in the top surface of prefabricated post, and the top plate being oppositely arranged with substrate, wherein substrate, prefabricated post, wall and top plate are enclosed room and build structure;It is fixed in the top of two neighboring prefabricated post, and is located at the supporting beam of the inside of wall;The bottom end for being fixed in top plate is fixed in the reinforcement of supporting beam, reinforcement and the molding of multiple supporting beam formed by integrally casting;It is fixed in the end wall bracket of the link position of supporting beam and reinforcement.Reinforcement and multiple supporting beams form the matrix pattern integrated support structure with certain bearing capacity, so that the power of top plate is directly passed to reinforcement and multiple supporting beams, to reduce the power of prefabricated post carrying, can solve the problems, such as that the top plate at Column border node is easy cracking.
Description
Technical field
The utility model relates to the realm of building construction, structure is built in espespecially a kind of room for being built in the underground space.
Background technique
At present in the construction design of the underground space, generallys use the cooperation of steel construction moulding bed and set up template, to be formed with pouring
Reinforced concrete structure.Moulding bed is a kind of mold, refers to the scaffold for mainly playing load-bearing stress, is filled for convenience of mechanical equipment
With being equipped with a kind of special process of welding, it is widely used in form work engineering, Steel Structure Installation engineering, science of bridge building.
But the floor at the bean column node after the unloading of steel construction moulding bed is easy cracking, causing to concrete structure can not
Inverse structural damage, and steel construction but do not play its due strength and stiffness attribute.Since room is built at structure king post joint
Floor be easy cracking, the integral firmness that structure is built in the room of the entire underground space is low, and construction efficiency is low, and wastes big
The material of amount.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of Fang Jianjie for being built in the underground space
Structure, the floor for solving the problems, such as that room is built at structure king post joint in the prior art are easy cracking.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of room for being built in the underground space and builds structure, comprising:
It pours in the substrate of underground space bottom;
It is vertically arranged to the underground space, and is located at the prefabricated post at the corresponding turning of the substrate;
It is fixed in the wall of the two neighboring prefabricated post;
It is fixed in the top surface of the prefabricated post, and the top plate being oppositely arranged with the substrate, wherein the substrate, it is described
Prefabricated post, the wall and the top plate are enclosed room and build structure;
It is fixed in the top of the two neighboring prefabricated post, and is located at the supporting beam of the inside of the wall;
It is fixed in the bottom surface of the bottom plate, and end is fixed in the reinforcement of the supporting beam, the reinforcement and multiple
The supporting beam formed by integrally casting molding;And
It is fixed in the end wall bracket of the link position of the supporting beam and the reinforcement.
The room that the utility model is built in the underground space build structure the utility model has the advantages that
The utility model is enclosed room using substrate prefabricated post wall and top plate and builds structure, and will be multiple using supporting beam
Prefabricated post carries out drawknot connection, is fixed on the bottom surface of top plate using reinforcement, and by reinforcement and multiple supporting beam formed by integrally casting
Molding forms the matrix pattern integrated support structure with certain bearing capacity, enhances fastness, so that the power of top plate is directly passed to
Integrally formed reinforcement and multiple supporting beams positioned at top board undersurface, reinforcement and multiple supporting beams carry partial panels
Power can solve the top plate that room in the prior art is built at structure king post joint and be easy cracking to reduce the power of prefabricated post carrying
Problem.It is fixed on the bottom surface of top plate using reinforcement, is used for Strengthening Roof, prevents top plate from breakage problem occur.Using end wall bracket
For reinforcing the connecting node of connection supporting beam and reinforcement, prevents supporting beam and the connecting node of reinforcement from fracture occur and ask
Topic.
The room that the utility model is built in the underground space build structure further improvement lies in that, be embedded in the reinforcement
First framework of steel reinforcement;
The second framework of steel reinforcement is embedded in the supporting beam, second framework of steel reinforcement and first framework of steel reinforcement are fixed
Connection.
The room that the utility model is built in the underground space build structure further improvement lies in that, be embedded in the end wall bracket
Steel bar column, the steel bar column are fixedly connected with first framework of steel reinforcement and second framework of steel reinforcement.
The room that the utility model is built in the underground space build structure further improvement lies in that, the end of reinforcement patch
And if being fixed in the middle part of the corresponding supporting beam.
The room that the utility model is built in the underground space build structure further improvement lies in that, the reinforcement be it is cross
The end of beam, the cross beam is sticked and is fixed in the middle part of the corresponding supporting beam.
The room that the utility model is built in the underground space build structure further improvement lies in that, the substrate includes:
It is layed in the first mixed mud layer of the underground space bottom;
The moisture-proof mulch being layed on the first mixed mud layer;And
It is layed in the stone layer of the moisture-proof mulch.
The room that the utility model is built in the underground space build structure further improvement lies in that, the top plate includes:
The the second mixed mud layer for being fixed in the top surface of the prefabricated post, and being oppositely arranged with the substrate;
It is layed in the waterproofing membrane layer of the second mixed mud layer;
It is layed in the third mixed mud layer of the waterproofing membrane layer;And
It is layed in the cement layer of the third mixed mud layer.
The room that the utility model is built in the underground space build structure further improvement lies in that, the end of substrate patch
And if being fixed on the side of the corresponding prefabricated post.
Detailed description of the invention
Fig. 1 builds the vertical cross-sectional of structure for the room that the utility model is built in the underground space.
Fig. 2 is the cross-sectional view in the direction A-A in Fig. 1.
Fig. 3 is the cross-sectional view of B in Fig. 1.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, it is shown that the vertical cross-sectional of structure is built in the room that the utility model is built in the underground space.Fig. 2 is Fig. 1
The cross-sectional view in the middle direction A-A.Referring to figs. 1 and 2, the room that the utility model is built in the underground space builds structure and includes:
Pour the substrate 10 in underground space bottom;
It is vertically arranged to the underground space, and is located at the prefabricated post 20 at the corresponding turning of substrate 10;
It is fixed in the wall 30 of two neighboring prefabricated post 20;
The top plate 40 for being fixed in the top surface of prefabricated post 20, and being oppositely arranged with substrate 10, wherein substrate 10, prefabricated post 20,
Wall 30 and top plate 40 are enclosed room and build structure;
It is fixed in the top of two neighboring prefabricated post 20, and is located at the supporting beam 50 of the inside of wall 30;
It is fixed in the bottom surface of top plate 40, and end is fixed in the reinforcement 60 of supporting beam 50, the reinforcement 60 and multiple
50 formed by integrally casting of the supporting beam molding;And
It is fixed in the end wall bracket 70 of the link position of supporting beam 50 and reinforcement 60.
A better embodiment of structure is built in the room that the underground space is built in as the utility model, and Fig. 3 is B in Fig. 1
Cross-sectional view.In conjunction with shown in Fig. 1 to Fig. 3, it is embedded with the first framework of steel reinforcement 51 in supporting beam 50, is embedded with the second steel in reinforcement 60
Tendons skeleton 61;Second framework of steel reinforcement 61 is fixedly connected with the first framework of steel reinforcement 51.In the present embodiment, 61 He of the second framework of steel reinforcement
First framework of steel reinforcement 51 is using the horizontal and vertical setting of more reinforcing bars and binds.Second framework of steel reinforcement 61 and the first reinforcing bar
Frame 51 plays the role of reinforcing fastness.Second framework of steel reinforcement 61 and the first framework of steel reinforcement 51 are fixedly connected by welding.
Multiple prefabricated posts 20 are carried out drawknot connection using supporting beam 50 by this structure, form whole, enhancing fastness.Using
Reinforcement 60 is fixed on the bottom surface of top plate 40, is used for Strengthening Roof 40, prevents top plate 40 from breakage problem occur.By by the second steel
Tendons skeleton 61 is fixedly connected with the first framework of steel reinforcement 51, and pours supporting beam 50 and reinforcement 60 to form one, and enhancing is secured
Property.Reinforcement 60 and 50 formed by integrally casting of multiple supporting beams are formed, being formed, there is the matrix pattern of certain bearing capacity to be integrally supported knot
Structure enhances fastness, so that the power of top plate is directly passed to positioned at the integrally formed reinforcement 60 of 40 bottom surface of top plate and multiple
Supporting beam 50, reinforcement 60 and multiple supporting beams 50 carry the power of partial panels 40, thus reduce the power of the carrying of prefabricated post 20,
The top plate that can solve the problems, such as that room is built at structure king post joint in the prior art is easy cracking.
A better embodiment of structure is built in the room that the underground space is built in as the utility model, in conjunction with Fig. 1 to Fig. 3 institute
Show, steel bar column 71, steel bar column 71 and the first framework of steel reinforcement 51 and the fixed company of the second framework of steel reinforcement 61 are embedded in end wall bracket 70
It connects.In the present embodiment, steel bar column 71 is angularly disposed, for reinforcing the connecting node of connection supporting beam 50 and reinforcement 60, prevents
Only there is breakage problem in supporting beam 50 and the connecting node of reinforcement 60.
A better embodiment of structure, the end of reinforcement 60 are built in the room that the underground space is built in as the utility model
It is sticked and is fixed in the middle part of corresponding supporting beam 50, so that the end symmetric of reinforcement 60 is arranged, is made with certain balance
With.In the present embodiment, reinforcement 60 is cross beam, and the end of cross beam is sticked and is fixed in corresponding supporting beam 50
Middle part.
A better embodiment of structure is built in the room that the underground space is built in as the utility model, and substrate 10 includes: paving
The first mixed mud layer 11 set on underground space bottom;The moisture-proof mulch 12 being layed on the first mixed mud layer 11;And it is laid with
In the stone layer 13 of moisture-proof mulch 12.Moisture-proof mulch 12 has moisture-proof role.
A better embodiment of structure is built in the room that the underground space is built in as the utility model, and top plate 40 includes: solid
The the second mixed mud layer 41 for being connected to the top surface of prefabricated post 20, and being oppositely arranged with substrate 10;It is layed in the second mixed mud layer 41
Waterproofing membrane layer 42;It is layed in the third mixed mud layer 43 of waterproofing membrane layer 42;And it is layed in the cement layer of third mixed mud layer 43
44.Cement layer 44 does leveling, and surface is smooth.
In the present embodiment, third framework of steel reinforcement 430 is embedded in third mixed mud layer 43, third framework of steel reinforcement 430 is adopted
It is bound with reinforcing bar.Third framework of steel reinforcement 430 plays the role of reinforcing fastness.
A better embodiment of structure, the end patch of substrate 10 are built in the room that the underground space is built in as the utility model
And if be fixed on the side of corresponding prefabricated post 20, so that the end of substrate 10 is fixedly connected with prefabricated post 20.
Having the beneficial effect that for structure is built in the room that the utility model is built in the underground space
The utility model is enclosed room using substrate prefabricated post wall and top plate and builds structure, and will be multiple using supporting beam
Prefabricated post carries out drawknot connection, is fixed on the bottom surface of top plate using reinforcement, and by reinforcement and multiple supporting beam formed by integrally casting
Molding forms the matrix pattern integrated support structure with certain bearing capacity, enhances fastness, so that the power of top plate is directly passed to
Integrally formed reinforcement and multiple supporting beams positioned at top board undersurface, reinforcement and multiple supporting beams carry partial panels
Power can solve the top plate that room in the prior art is built at structure king post joint and be easy cracking to reduce the power of prefabricated post carrying
Problem.It is fixed on the bottom surface of top plate using reinforcement, is used for Strengthening Roof, prevents top plate from breakage problem occur.Using end wall bracket
For reinforcing the connecting node of connection supporting beam and reinforcement, prevents supporting beam and the connecting node of reinforcement from fracture occur and ask
Topic.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (8)
1. structure is built in a kind of room for being built in the underground space characterized by comprising
It pours in the substrate of underground space bottom;
It is vertically arranged to the underground space, and is located at the prefabricated post at the corresponding turning of the substrate;
It is fixed in the wall of the two neighboring prefabricated post;
It is fixed in the top surface of the prefabricated post, and the top plate being oppositely arranged with the substrate, wherein the substrate, it is described prefabricated
Column, the wall and the top plate are enclosed room and build structure;
It is fixed in the top of the two neighboring prefabricated post, and is located at the supporting beam of the inside of the wall;
It is fixed in the bottom surface of the top plate, and end is fixed in the reinforcement of the supporting beam, the reinforcement and multiple described
The molding of supporting beam formed by integrally casting;And
It is fixed in the end wall bracket of the link position of the supporting beam and the reinforcement.
2. structure is built in the room for being built in the underground space as described in claim 1, which is characterized in that
The first framework of steel reinforcement is embedded in the supporting beam;
The second framework of steel reinforcement, second framework of steel reinforcement and the fixed company of first framework of steel reinforcement are embedded in the reinforcement
It connects.
3. structure is built in the room for being built in the underground space as claimed in claim 2, which is characterized in that be embedded in the end wall bracket
Steel bar column, the steel bar column are fixedly connected with first framework of steel reinforcement and second framework of steel reinforcement.
4. structure is built in the room for being built in the underground space as described in claim 1, which is characterized in that paste the end of the reinforcement
And if being fixed in the middle part of the corresponding supporting beam.
5. structure is built in the room for being built in the underground space as described in claim 1, which is characterized in that the reinforcement is cross
The end of beam, the cross beam is sticked and is fixed in the middle part of the corresponding supporting beam.
6. being built in the room of the underground space as described in claim 1 builds structure, which is characterized in that the substrate includes:
It is layed in the first mixed mud layer of the underground space bottom;
The moisture-proof mulch being layed on the first mixed mud layer;And
It is layed in the stone layer of the moisture-proof mulch.
7. being built in the room of the underground space as described in claim 1 builds structure, which is characterized in that the top plate includes:
The the second mixed mud layer for being fixed in the top surface of the prefabricated post, and being oppositely arranged with the substrate;
It is layed in the waterproofing membrane layer of the second mixed mud layer;
It is layed in the third mixed mud layer of the waterproofing membrane layer;And
It is layed in the cement layer of the third mixed mud layer.
8. structure is built in the room for being built in the underground space as described in claim 1, which is characterized in that paste the end of the substrate
And if being fixed on the side of the corresponding prefabricated post.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821789175.5U CN209353372U (en) | 2018-11-01 | 2018-11-01 | Structure is built in the room for being built in the underground space |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821789175.5U CN209353372U (en) | 2018-11-01 | 2018-11-01 | Structure is built in the room for being built in the underground space |
Publications (1)
Publication Number | Publication Date |
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CN209353372U true CN209353372U (en) | 2019-09-06 |
Family
ID=67781290
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201821789175.5U Active CN209353372U (en) | 2018-11-01 | 2018-11-01 | Structure is built in the room for being built in the underground space |
Country Status (1)
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CN (1) | CN209353372U (en) |
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2018
- 2018-11-01 CN CN201821789175.5U patent/CN209353372U/en active Active
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