CN205502067U - Prefabricated corridor component and air film ball storehouse shock insulation buffering precast concrete corridor - Google Patents
Prefabricated corridor component and air film ball storehouse shock insulation buffering precast concrete corridor Download PDFInfo
- Publication number
- CN205502067U CN205502067U CN201620163089.8U CN201620163089U CN205502067U CN 205502067 U CN205502067 U CN 205502067U CN 201620163089 U CN201620163089 U CN 201620163089U CN 205502067 U CN205502067 U CN 205502067U
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- Prior art keywords
- prefabricated
- wall structure
- air film
- shock insulation
- foundation wall
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Abstract
The utility model discloses a prefabricated corridor component and have the air film ball storehouse shock insulation buffering precast concrete corridor of this component belongs to the building field. Prefabricated corridor member is including prefabricated basic wall member, prefabricated basic wall member is the shape of falling T, prefabricated basic wall member includes the bottom and sets up the supporting part that upwards extends on the bottom, the one end of bottom is provided with the basis reservation and connects the raft reinforcing bar. The utility model discloses an one end of the bottom of prefabricated basic wall member is provided with the basis reservation and connects the raft reinforcing bar, and the top of prefabricated basic wall member is provided with foretell prefabricated roof member, and prefabricated basic wall member forms the wall body of air film ball storehouse shock insulation buffering precast concrete corridor, this kind of simple structure, and the shock insulation is effectual in addition, has still realized the batch production and has processed production, has reduced in a large number and has set up scaffold, a template, need not set up special transport corridor, convenient construction, reduction of erection time.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of Precast Gallery component and has this component
Air film ball storehouse shock insulation buffer concrete prefabricated gallery.
Background technology
Pneumatic membrane building uses special building film material to do shell, and the architectural characteristic of pneumatic membrane building self makes
It has enough securities, have compared with existing common building preferable economy, the feature of environmental protection,
Comfortableness and construction convenience, the most increasingly obtain the concern of building field, and by more and more
It is applied in building field.
In the flat warehouse in air film ball storehouse or major diameter, underground gallery is that to transport material requisite logical
Road, is typically designed to the long box-structure of armored concrete, need to set up in work progress scaffold,
Formwork supporting plate, there is provision of special transport channel, and the mode that module and cast-in-situ method carries out constructing is propped up in this employing,
Operation is many, long in time limit, expense of taking a lot of work material, is difficult to control the quality of underground gallery.
Utility model content
The utility model provides a kind of convenient construction, the Precast Gallery component of reduction of erection time and has this structure
The air film ball storehouse shock insulation of part buffers concrete prefabricated gallery.
For solving above-mentioned technical problem, the utility model provides technical scheme as follows:
On the one hand, the utility model provides a kind of Precast Gallery component, including prefabricated foundation wall structure,
Described prefabricated foundation wall structure is inverted T-shaped, and described prefabricated foundation wall structure includes bottom and arranges
The most upwardly extending supporting part, one end of described bottom is provided with basic reserving and connects raft steel
Muscle.
Further, the side of described prefabricated foundation wall structure is provided with the first groove, and opposite side sets
It is equipped with first with described first fit depressions protruding.
Further, the side of described supporting part is provided with the first suspension ring.
Further, described Precast Gallery component also includes prefabricated top plate member, described prefabricated top board structure
Part is inverted U-shaped.
Further, the side at the two ends at the top of described prefabricated top plate member is provided with the second groove,
It is protruding that opposite side is provided with second with described second fit depressions.
Further, the top of described prefabricated top plate member is provided with the second suspension ring.
On the other hand, the utility model also provides for a kind of air film ball storehouse shock insulation and buffers concrete prefabricated corridor
Road, described air film ball storehouse shock insulation buffer the both sides of concrete prefabricated gallery be provided with above-mentioned multipair relatively
The prefabricated foundation wall structure arranged, being provided above of described prefabricated foundation wall structure is above-mentioned pre-
Top plate member processed, described prefabricated foundation wall structure is built up described air film ball storehouse shock insulation buffering coagulation
The body of wall of soil Precast Gallery, it is mixed that described prefabricated top plate member is built up described air film ball storehouse shock insulation buffering
The top board of solidifying soil Precast Gallery, is provided with between described prefabricated foundation wall structure and prefabricated top plate member
Isolation rubber cushioning support-saddle backing plate.
Further, the adjacent gap between prefabricated foundation wall structure is watered and is provided with cement mortar,
The adjacent gap between prefabricated top plate member is also watered and is provided with cement mortar.
Further, between the bottom of relative prefabricated foundation wall structure, it is provided with bottom plate rear pouring tape,
The lower section of described prefabricated foundation wall structure and bottom plate rear pouring tape is provided with paves fine-stone concrete.
Further, described top board is provided with cast-in-place bell mouth or prefabricated bell mouth.
The utility model has the advantages that
Compared with prior art, the both sides of air film ball storehouse of the present utility model armored concrete Precast Gallery
It is provided with the multipair prefabricated foundation wall structure being oppositely arranged, the one of the bottom of prefabricated foundation wall structure
End is provided with that basis is reserved connects raft reinforcing bar, and being provided above of prefabricated foundation wall structure is above-mentioned prefabricated
Top plate member, prefabricated foundation wall structure forms air film ball storehouse shock insulation and buffers the wall of concrete prefabricated gallery
Body, this simple in construction, and also isolating affection is good, also achieves batch production processing, subtracts in a large number
Lack and set up scaffold, formwork supporting plate, be not required to arrange special transport channel, convenient construction, shortening work
Phase.
Accompanying drawing explanation
Fig. 1 is the overall structure signal of air film ball storehouse of the present utility model armored concrete Precast Gallery
Figure；
Fig. 2 is the amplification at the air film ball storehouse armored concrete Precast Gallery interior joint A shown in Fig. 1
Structural representation；
Fig. 3 is the amplification at the air film ball storehouse armored concrete Precast Gallery interior joint B shown in Fig. 1
Structural representation；
Fig. 4 is the amplification at the air film ball storehouse armored concrete Precast Gallery interior joint C shown in Fig. 1
Structural representation；
Fig. 5 is the amplification at the air film ball storehouse armored concrete Precast Gallery interior joint D shown in Fig. 1
Structural representation.
Detailed description of the invention
For making the technical problems to be solved in the utility model, technical scheme and advantage clearer, below
To be described in detail in conjunction with the drawings and the specific embodiments.
On the one hand, the utility model provides a kind of Precast Gallery component, as shown in Figure 1 and Figure 5, bag
Include prefabricated foundation wall structure 1, prefabricated foundation wall structure 1 in inverted T-shaped, prefabricated foundation wall structure
Part 1 includes bottom 11 and is arranged on upwardly extending supporting part 12 on bottom 11, the one of bottom 11
End is provided with basic reserving and connects raft reinforcing bar 7.
Compared with prior art, one end of the bottom of prefabricated foundation wall structure of the present utility model is arranged
Having basis to reserve and connect raft reinforcing bar, this structure is easy to stablizing between multiple prefabricated foundation wall structure and is connected
Connect, the utility model simple in construction, it is possible to achieve batch production processes, convenient construction, shorten work
Phase.Concrete, one end of bottom can be the length direction of bottom, at the one of the length direction of bottom
End is provided with basic reserving and connects raft reinforcing bar.
As a kind of improvement of the present utility model, as shown in Figure 4, the one of prefabricated foundation wall structure 1
Side is preferably provided with the first groove, and opposite side can be provided with convex with the first of the first fit depressions
Rise.This structure can improve fastness of the present utility model and isolating affection.
In the utility model, the side of supporting part is preferably provided with the first suspension ring 6.This structure is convenient
Prefabricated foundation wall structure hangs block install, convenient construction, improve efficiency of construction, reduction of erection time.
As another kind of improvement of the present utility model, it is also possible to include prefabricated top plate member 2, prefabricated top
Board member 2 can be inverted U-shaped.The end on two limits of prefabricated top plate member U-shape structure
Can be connected with the supporting part 12 of prefabricated foundation wall structure respectively.
In order to improve fastness of the present utility model and isolating affection further, as it is shown on figure 3, prefabricated
The side at the two ends at the top of top plate member can be provided with the second groove, opposite side can be provided with
The second of second fit depressions is protruding.
Further, the top of prefabricated top plate member can be provided with the second suspension ring 5.This structure side
Prefabricated top plate member is just hung block install, convenient construction, improve efficiency of construction, reduction of erection time.
On the other hand, as Figure 1-Figure 5, the utility model also provides for a kind of air film ball storehouse shock insulation and delays
Rushing concrete prefabricated gallery, air film ball storehouse shock insulation buffers the both sides of concrete prefabricated gallery and is provided with above-mentioned
The multipair prefabricated foundation wall structure 1 being oppositely arranged, being provided above of prefabricated foundation wall structure 1
Having above-mentioned prefabricated top plate member 2, prefabricated foundation wall structure is built up air film ball storehouse shock insulation buffering
The body of wall of concrete prefabricated gallery, prefabricated top plate member is built up air film ball storehouse shock insulation buffering concrete
The top board of Precast Gallery, is provided with shock insulation between prefabricated foundation wall structure 1 and prefabricated top plate member 2
Rubber buffer holder base plate 8.
The both sides of air film ball storehouse of the present utility model armored concrete Precast Gallery be provided with multipair relatively
The prefabricated foundation wall structure arranged, it is pre-that one end of the bottom of prefabricated foundation wall structure is provided with basis
Stay and connect raft reinforcing bar, prefabricated foundation wall structure be provided above above-mentioned prefabricated top plate member, prefabricated
Foundation wall component forms air film ball storehouse shock insulation and buffers the body of wall of concrete prefabricated gallery, the letter of this structure
Single, and isolating affection is good, also achieves batch production processing, substantially reduce the number set up scaffold,
Formwork supporting plate, is not required to arrange special transport channel, convenient construction, reduction of erection time.
Concrete, the supporting part of prefabricated foundation wall structure of the present utility model and prefabricated top plate member
End can be connected by mortise and tenon mode, it is also possible to connects by other means.
In the utility model, the adjacent gap between prefabricated foundation wall structure can be watered and be provided with water
Cement mortar, can also water in the adjacent gap between prefabricated top plate member and be provided with cement mortar.This reality
With novel be aided with at the scene the most cast-in-place, easy and simple to handle, and can reduce to take in a large number and tear scaffold open,
Formwork supporting plates etc. bother.
Preferably, water after base plate can being provided with between the bottom of relative prefabricated foundation wall structure 1
Band 3, the lower section of prefabricated foundation wall structure 1 and bottom plate rear pouring tape 3 can be provided with and pave fine-stone concrete
9.This structure can improve fastness of the present utility model, it is also possible to solves differential settlement, reduces temperature
Degree effect of contraction.
Further, top board is provided with cast-in-place bell mouth 4 or prefabricated bell mouth.
The above is preferred embodiment of the present utility model, it is noted that for the art
Those of ordinary skill for, on the premise of without departing from principle described in the utility model, it is also possible to make
Going out some improvements and modifications, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (10)
1. a Precast Gallery component, it is characterised in that include prefabricated foundation wall structure, described
Prefabricated foundation wall structure is inverted T-shaped, and described prefabricated foundation wall structure includes bottom and is arranged on institute
Stating the upper upwardly extending supporting part in bottom, one end of described bottom is provided with basic reserving and connects raft reinforcing bar.
Precast Gallery component the most according to claim 1, it is characterised in that described prefabricated base
The side of plinth wall structure is provided with the first groove, and opposite side is provided with and described first fit depressions
First protruding.
Precast Gallery component the most according to claim 1, it is characterised in that described supporting part
Side be provided with the first suspension ring.
Precast Gallery component the most according to claim 1, it is characterised in that described prefabricated corridor
Road component also includes that prefabricated top plate member, described prefabricated top plate member are inverted U-shaped.
Precast Gallery component the most according to claim 4, it is characterised in that described prefabricated top
The side at the two ends at the top of board member is provided with the second groove, and opposite side is provided with second recessed with described
The second projection that groove matches.
Precast Gallery component the most according to claim 4, it is characterised in that described prefabricated top
The top of board member is provided with the second suspension ring.
7. an air film ball storehouse shock insulation buffers concrete prefabricated gallery, it is characterised in that described air film
Ball storehouse shock insulation buffers the both sides of concrete prefabricated gallery and is provided with in claim 1-6 arbitrary described many
To the prefabricated foundation wall structure being oppositely arranged, being provided above of described prefabricated foundation wall structure is had the right
Profit requires arbitrary described prefabricated top plate member in 4-6, and described prefabricated foundation wall structure is built up
Described air film ball storehouse shock insulation buffers the body of wall of concrete prefabricated gallery, described prefabricated top plate member congruent form
Described air film ball storehouse shock insulation is become to buffer the top board of concrete prefabricated gallery, described prefabricated foundation wall structure
And it is provided with isolation rubber cushioning support-saddle backing plate between prefabricated top plate member.
Air film ball storehouse the most according to claim 7 shock insulation buffers concrete prefabricated gallery, and it is special
Levy and be, the adjacent gap between prefabricated foundation wall structure is watered and is provided with cement mortar, adjacent
Gap between prefabricated top plate member is also watered and is provided with cement mortar.
Air film ball storehouse the most according to claim 7 shock insulation buffers concrete prefabricated gallery, and it is special
Levy and be, between the bottom of relative prefabricated foundation wall structure, be provided with bottom plate rear pouring tape, described pre-
The lower section of foundation wall component processed and bottom plate rear pouring tape is provided with paves fine-stone concrete.
10. buffer concrete prefabricated corridor according to described air film ball storehouse shock insulation arbitrary in claim 7-9
Road, it is characterised in that be provided with cast-in-place bell mouth or prefabricated bell mouth on described top board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620163089.8U CN205502067U (en) | 2016-03-03 | 2016-03-03 | Prefabricated corridor component and air film ball storehouse shock insulation buffering precast concrete corridor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620163089.8U CN205502067U (en) | 2016-03-03 | 2016-03-03 | Prefabricated corridor component and air film ball storehouse shock insulation buffering precast concrete corridor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502067U true CN205502067U (en) | 2016-08-24 |
Family
ID=56727354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620163089.8U Expired - Fee Related CN205502067U (en) | 2016-03-03 | 2016-03-03 | Prefabricated corridor component and air film ball storehouse shock insulation buffering precast concrete corridor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502067U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059917A (en) * | 2016-12-30 | 2017-08-18 | 中建五局第三建设有限公司 | Split component prefabricated comprehensive pipe gallery and construction method thereof |
| CN108755760A (en) * | 2018-08-01 | 2018-11-06 | 中冶长天国际工程有限责任公司 | A kind of pipe gallery with high intensity interface |
| CN111593861A (en) * | 2020-04-14 | 2020-08-28 | 中铁第四勘察设计院集团有限公司 | Connecting structure of prefabricated rail top air duct and structural slab and construction method thereof |
-
2016
- 2016-03-03 CN CN201620163089.8U patent/CN205502067U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059917A (en) * | 2016-12-30 | 2017-08-18 | 中建五局第三建设有限公司 | Split component prefabricated comprehensive pipe gallery and construction method thereof |
| CN107059917B (en) * | 2016-12-30 | 2020-02-04 | 中建五局第三建设有限公司 | Split component prefabricated comprehensive pipe gallery and construction method thereof |
| CN108755760A (en) * | 2018-08-01 | 2018-11-06 | 中冶长天国际工程有限责任公司 | A kind of pipe gallery with high intensity interface |
| CN111593861A (en) * | 2020-04-14 | 2020-08-28 | 中铁第四勘察设计院集团有限公司 | Connecting structure of prefabricated rail top air duct and structural slab and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20210303 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |