CN208517969U - The full assembling structure of outer wall of basement - Google Patents
The full assembling structure of outer wall of basement Download PDFInfo
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- CN208517969U CN208517969U CN201820818465.1U CN201820818465U CN208517969U CN 208517969 U CN208517969 U CN 208517969U CN 201820818465 U CN201820818465 U CN 201820818465U CN 208517969 U CN208517969 U CN 208517969U
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Abstract
The utility model relates to a kind of full assembling structures of outer wall of basement, are made of prefabricated panel, prefabricated post, precast beam；Prefabricated panel is located at the outside of prefabricated post, is made of span centre plate, support plate, and is linked to be entirety with prefabricated post, precast beam, and span centre plate upper end is connected with basement roof, and lower end is connected with basement bottom board, and left side plate end is connect with support plate respectively；Support plate is one block of plate, or is made of two boards, two boards or so distribution, or two boards are distributed up and down, the left side plate end of support plate is connect with the span centre plate respectively, and support plate and the wing plate at the left side plate end of span centre plate fasten respectively, and grouting is tamped in the cavity between wing plate.It is constructed with the full assembling structure of the outer wall of basement, external wall waterproof performance is more preferable, and speed of application is faster, more environmentally protective, has a extensive future.
Description
Technical field
The utility model relates to the full assembling structure of outer wall of basement in civil engineering in concrete structure technique field, tools
Body refers to a kind of structure technology that outer wall of basement is completed using concrete prefabricated element assembled in situ.
Background technique
Currently, assembled architecture replaces cast-in-place concrete structure to have become as national development strategy, precast concrete
For the inexorable trend of building trade development.In high water level area, concrete basement structure exterior wall, due to fearing infiltration, at present
It is all cast-in-place concrete structure, not only live scaffold is close and numerous for cast-in-place structural, but also construction site is tacky, and assembles
Formula concrete structure site operation is clean and tidy orderly to make people fresh and new, more importantly fabricated construction speed of application is fast,
It is also advantageous for reducing deep pit monitor risk and reducing foundation pit enclosure cost.Therefore, outside Study of The Underground room wall full assembly
Structure technology is more conducive to assembled architecture in the popularization of the underground space.
Utility model content
The purpose of the utility model is to overcome it is above-mentioned in the prior art the shortcomings that, a kind of underground structure of can be improved is provided
Construction speed, the full assembling structure of outer wall of basement for reducing engineering cost.
In order to achieve the above objectives, the full assembling structure of outer wall of basement provided by the utility model uses following technical scheme:
The full assembling structure of the outer wall of basement is made of prefabricated panel, prefabricated post, precast beam, the prefabricated panel
(i.e. vertically arranged concrete walls) are located at the outside of prefabricated post, and the prefabricated panel is made of span centre plate, support plate, described
Support plate, prefabricated post, precast beam be linked to be entirety.Span centre plate refers to the prefabricated panel among two exterior wall pillar spans,
Support plate refers to the prefabricated panel against pillar.
For routinely frame structures under action, Side fascia is most of close to one-way slabs, the moment of flexure and shearing ratio of horizontal direction
Vertical relatively small, prefabricated panel is divided into span centre plate and support plate, the vertical splicing seams of span centre plate and support plate in the horizontal direction
Position is near 1/3 horizontal span (i.e. three branches between two exterior wall pillars) of plate, herein close to zero moment of flexure position, plate stitch
It is smaller to locate bending force, Side fascia splits the most advantageous.Vertical splicing seams are arranged to be also beneficial to the waterproof of Side fascia, dredge
Water.
Support plate is located at the outside of prefabricated post, refers to for basement indoor location, close to the position of basement
Be it is interior, the position far from basement is outer.Support plate is located at the outside of prefabricated post, is more advantageous to the soil pressure of outside passing through branch
Seat board passes in prefabricated post, and the joining method relative to support plate and prefabricated post on one wire, and not only stress is more closed
Reason, and lacked one of splicing seams, the risk of structure safety and infiltration is reduced, also reduces construction cost simultaneously.
The support plate, prefabricated post, precast beam are linked to be entirety by cast-in-place node, are conducive to the prefabricated outer wall panel
With prefabricated post, precast beam cooperative bearing.The column plate ring of setting connection prefabricated outer wall panel and prefabricated post, precast beam in cast-in-place node
It binds round (i.e. horizontally disposed closed stirrup).
The span centre plate upper end is connected (for multi-storey basement also wallboard phase with upper one layer simultaneously with basement roof
Even), lower end is connected with basement bottom board, and left side plate end is connect with the support plate respectively, the left side plate end shape
Shape is L shape jaggy, and notch is located inside, and wing plate is located at outside.
The left side plate end, refers to the plate end on two vertical sides of one piece of prefabricated outer wall panel, the plate end perpendicular to
Basement roof and bottom plate.The wing plate is that thickness of the fingerboard in end is thinning, plate face linear extension on a face of plate,
And be mutated on the other surface, plate end section configuration is L shape, and the part of the thinner thickness of plate is known as wing plate, and wing plate is than outer
The part of wallboard missing, referred to as notch.The wing plate of span centre plate on the outside, it is logical to be conducive to the soil pressure that will act on span centre plate
Support plate is crossed to pass in prefabricated post.
The support plate can be one block of plate, can also be made of two boards.Consider it is prefabricated and transport facilitate it is feasible,
It is one block of plate when support board size is smaller；It is two boards when support board size is larger；When support plate uses two boards, two pieces
Plate horizontal distribution or two boards are distributed up and down, and the left side plate end of the support plate is connect with the span centre plate respectively,
The left side plate end of the support plate is L shape jaggy, and notch is located at outside, and wing plate is located inside, the support
Plate and the wing plate at the left side plate end of the span centre plate fasten respectively, and plate stitch cavity is formed between wing plate, and grouting is filled out in cavity
It is real.The horizontal distribution refers to that two boards are distributed in the horizontal direction, and plate stitch is vertical.Corner post support plate in corner post position,
By three pieces of board groups at, for component standardization, using the support plate of two pieces of horizontal distributions, between connect a corner post plate, it is described
Corner post plate be L shape, the same support plate of plate thickness.
The junction of span centre plate and support plate, moment of flexure are sheared and are not so, therefore support plate wing plate exists close to zero
Interior, span centre plate wing plate is conducive to Transfer of Shear outside, from the reliability that structurally ensure that Shear transfer.
In the plate stitch cavity of the junction of support plate and span centre plate, support plate and support plate and support plate and prefabricated post,
It pours into or injects cementation of fissures slurries and form cementation of fissures slurry.Cementation of fissures slurries are micro-expansion cement base binding material, or are other types
Slurry.In the plate stitch cavity of everywhere, at least one sealing rod (the hydro-expansive rubber item of that side to banket close to outdoor
Deng) it is vertically communicated, close to indoor side, ecto-entad, at least one vertically communicated sealing rod, a drain pipe and
One of sealing strip (rubber bar or closing glue or closing mortar).
In terms of waterproof, precast facade is relative to the advantages of cast-in-place exterior wall: although cast-in-place exterior wall good integrity, by
In the reasons such as temperature change, structure stress and concrete shrinkage generate crack location can not, it is expected that therefore waterproof measure without
Method is shot the arrow at the target；And prefabricated outer wall panel this weight is an advantage over cast-in-place exterior wall, it is not easy to crack will not leak, and its splicing seams
Position be it is known, can artificially determine, therefore can targetedly handle the seepage problem of splicing seams.Plate stitch cavity it is interior
Outer two sides are respectively set sealing rod (materials such as hydro-expansive rubber item can be used), are microdilatancy cementation of fissures slurries between sealing rod,
Three is formed together water blockoff mechanism and forms effective " stifled ", i.e. first defence line.And even if once local splicing prefabricated wallboard stitches
The intracorporal infiltration of wall can also be drained into the indoor gutter in underground and ponding by vertically arranged drain pipe by water blockoff failure
In hole, i.e. the Article 2 defence line of waterproof, drain pipe i.e. drainage tube, effect be will seep water in wall it is directive controllable
Carrying-off.The waterproof type in " policy follow, twice defence line " in this way is very suitable to the full assembling structure of wall outside the room of underground, so that full assembly
The outer wall of basement waterproof performance of structure is simultaneously not less than cast-in-place structural.
The precast beam, prefabricated post, support plate have exposure reinforcing bar in capital respectively, and the exposure reinforcing bar is cast-in-place one
In a cast-in-place node.Exposure reinforcing bar refers to that reinforcing bar a part is embedded in precast concrete, and another part stays in outside component
Face, the reinforcing bar outside component are known as exposure reinforcing bar.
It is connected between the prefabricated panel by battle pin connection structure.
The battle pin connection structure, is made of ring and pin, the ring be ring muscle or ring set, two of pre-connection
After ring overlapping, pin is placed in the ring of overlapping.The ring muscle be by steel bar meter at ring, can be the ring muscle of opening,
It can be closed-loop muscle；The ring set is the closed-loop (usually steel loop) connected in the end of reinforcing bar.Pre-connection
Two pieces of prefabricated outer wall panels, reserved when prefabricated it is handy the groove of ring muscle or ring set is arranged and for the reserved pin hole of bayonet lock,
Prefabricated part hanging in place after, ring muscle and ring set are inserted into reserved groove, pin is inserted into reserved pin hole, then reserve it is recessed
It is in the milk and fills in slot and reserved pin hole.
The support plate and another connection method of span centre plate, prefabricated post are: by pair perpendicular to prefabricated panel
Drawing is bolted support plate and span centre plate, prefabricated post, i.e. split bolt connection structure.The split bolt connection structure is by spiral shell
Bolt, nut, waterstop pad (rubber pad etc.) and seal body composition.When Side fascia is prefabricated, nut, bolt are reserved in Side fascia in advance
Hole, nut space (for installing the reserved space of nut) can be wrapped with the material of water-swellable when bolt is installed on bolt
(such as hydro-expansive rubber, unsintered tape material).Bolt, nut are closed with seal body, and the seal body is mortar, closing glue
Equal materials.
The invention also discloses a kind of construction methods of the full assembling structure of outer wall of basement, which is characterized in that described
Construction method the following steps are included:
(1) prefabricated components are made respectively；
(2) lifting and split prefabricated components；
(3) sealing rod, drain pipe and sealing strip are installed in splicing seams；
(4) component is connected by battle pin connection structure or split bolt, be in the milk filleting.
The utility model has the beneficial effects that compared with cast-in-place concrete structure outer wall of basement, outside the basement
The full assembling structure of wall has the advantage that
1, speed of application is fast, saves the duration, is conducive to the safety of foundation pit enclosure；
2, cost is reduced, the cost of fabricated construction can be reduced using battle pin connection structure technology, and duration reduction has
It is reduced conducive to the selection of foundation pit enclosure stake and cost, and prefabricated components precision is high, can exempt to paint, to reduce cost；
3, environmentally protective, construction site is neatly orderly, reduces execute-in-place worker number, is conducive to building industrialization；
4, waterproof performance is more preferable.
Detailed description of the invention
Fig. 1 is the plane relation figure of the full assembling structure of outer wall of basement of the utility model.
Fig. 2 is the horizontal sectional view of the span centre plate of the prefabricated outer wall panel of the utility model.
Fig. 3 is the horizontal sectional view of (two pieces of level) support plate of the prefabricated outer wall panel of the utility model.
Fig. 4 is the outer side elevational view of (vertical two pieces) support plate of the prefabricated outer wall panel of the utility model.
Fig. 5 is the horizontal sectional view of (corner post) support plate of the prefabricated outer wall panel of the utility model.
Fig. 6 is the horizontal sectional view that (split bolt connection) support plate of the utility model is connect with span centre plate.
Fig. 7 is the vertical cross-section diagram that (split bolt connection) support plate of the utility model is connect with span centre plate.
Fig. 8 is the horizontal sectional view that (battle pin connection) support plate of the utility model is connect with span centre plate.
Fig. 9 is the vertical cross-section diagram that (battle pin connection) support plate of the utility model is connect with span centre plate.
Figure 10 is the front elevation view of (vertical two pieces of the battle pin connection before assembly) support plate of the utility model.
Figure 11 is the vertical cross-section diagram of (vertical two pieces of the battle pin connection before assembly) support plate of the utility model.
Figure 12 is the vertical cross-section diagram of (vertical two pieces of the battle pin connection after assembly) support plate of the utility model.
Figure 13 is that the support plate of the utility model is disconnected with the level of prefabricated post (battle pin in conjunction with ring muscle, ring set) connecting node
Face figure.
Figure 14 is that the support plate of the utility model breaks with the vertical of prefabricated post (battle pin in conjunction with ring muscle, ring set) connecting node
Face figure.
Figure 15 is the support plate of the utility model and the horizontal sectional view of prefabricated post (ring muscle battle pin) connecting node.
Figure 16 is the support plate of the utility model and the vertical cross-section diagram of prefabricated post (unilateral ring muscle battle pin) connecting node.
Figure 17 is the support plate and the water of prefabricated (angle) column (battle pin in conjunction with ring muscle ring set) connecting node of the utility model
Plane cross section.
Figure 18 be the prefabricated outer wall panel of the utility model, precast beam, Bars In Poured Concrete Slab correlation vertical cross-section diagram.
Figure 19 be the prefabricated outer wall panel of the utility model, precast beam, superimposed sheet correlation vertical cross-section diagram.
Figure 20 be the prefabricated outer wall panel of the utility model, precast beam, prefabricated post correlation vertical cross-section diagram.
Figure 21 be the prefabricated outer wall panel of the utility model, precast beam, prefabricated post correlation horizontal sectional view.
Appended drawing reference
1 support plate
10 backfills
11 horizontal distribution support plates
111 horizontal distribution support plate wing plates
About 12 distribution support plate upper plates
About 13 distribution support plate lower plates
14 closed-loop muscle
15 reserved grooves
16 reserved pin holes
17 pins
2 span centre plates
21 span centre plate wing plates
3 corner post support plates
31 corner post plates
4 prefabricated posts
40 U-loop muscle
41 ring sets
45 cast-in-place nodes
5 Vierendeel girders
51 column plate hoops
52 exposure reinforcing bars
60 plate stitch cavitys
61 sealing rods
62 drain pipes
63 sealing strips
64 seal bodies
71 bolts
72 nuts
73 waterstop pads
8 precast beams
91 Bars In Poured Concrete Slabs
92 prefabricated boards
Specific embodiment
In order to be more clearly understood that the technology contents of the utility model, spy lifts following embodiment and is described in detail.
It please refers to shown in Fig. 1~21, the full assembling structure of the outer wall of basement is by prefabricated panel, prefabricated post, precast beam
Composition, the prefabricated panel (i.e. vertically arranged concrete walls) are located at the outside of prefabricated post, the prefabricated panel by across
Middle plate, support plate composition, the support plate, prefabricated post, precast beam are linked to be entirety.Span centre plate refers to positioned at two exterior wall pillars
Prefabricated panel among span, support plate refer to the prefabricated panel against pillar.
For routinely frame structures under action, Side fascia is most of close to one-way slabs, the moment of flexure and shearing ratio of horizontal direction
Vertical relatively small, prefabricated panel is divided into span centre plate and support plate, the vertical splicing seams of span centre plate and support plate in the horizontal direction
Position is near 1/3 horizontal span (i.e. three branches between two exterior wall pillars) of plate, herein close to zero moment of flexure position, plate stitch
It is smaller to locate bending force, Side fascia splits the most advantageous.Vertical splicing seams are arranged to be also beneficial to the waterproof of Side fascia, dredge
Water.
Support plate is located at the outside of prefabricated post, refers to for basement indoor location, close to the position of basement
Be it is interior, the position far from basement is outer.Support plate is located at the outside of prefabricated post, is more advantageous to the soil pressure of outside passing through branch
Seat board passes in prefabricated post, and the joining method relative to support plate and prefabricated post on one wire, and not only stress is more closed
Reason, and lacked one of splicing seams, the risk of structure safety and infiltration is reduced, also reduces construction cost simultaneously.
The support plate, prefabricated post, precast beam are linked to be entirety by cast-in-place node, are conducive to the prefabricated outer wall panel
With prefabricated post, precast beam cooperative bearing.The column plate ring of setting connection prefabricated outer wall panel and prefabricated post, precast beam in cast-in-place node
It binds round (i.e. horizontally disposed closed stirrup).
The span centre plate upper end is connected (for multi-storey basement also wallboard phase with upper one layer simultaneously with basement roof
Even), lower end is connected with basement bottom board, and left side plate end is connect with the support plate respectively, the left side plate end shape
Shape is L shape jaggy, and notch is located inside, and wing plate is located at outside.
The left side plate end, refers to the plate end on two vertical sides of one piece of prefabricated outer wall panel, the plate end perpendicular to
Basement roof and bottom plate.The wing plate is that thickness of the fingerboard in end is thinning, plate face linear extension on a face of plate,
And be mutated on the other surface, plate end section configuration is L shape, and the part of the thinner thickness of plate is known as wing plate, and wing plate is than outer
The part of wallboard missing, referred to as notch.The wing plate of span centre plate on the outside, it is logical to be conducive to the soil pressure that will act on span centre plate
Support plate is crossed to pass in prefabricated post.
The support plate can be one block of plate, can also be made of two boards.Consider it is prefabricated and transport facilitate it is feasible,
It is one block of plate when support board size is smaller；It is two boards when support board size is larger；When support plate uses two boards, two pieces
Plate horizontal distribution or two boards are distributed up and down, and the left side plate end of the support plate is connect with the span centre plate respectively,
The left side plate end of the support plate is L shape jaggy, and notch is located at outside, and wing plate is located inside, the support
Plate and the wing plate at the left side plate end of the span centre plate fasten respectively, and plate stitch cavity is formed between wing plate, and grouting is filled out in cavity
It is real.The horizontal distribution refers to that two boards are distributed in the horizontal direction, and plate stitch is vertical.Corner post support plate in corner post position,
By three pieces of board groups at, for component standardization, using the support plate of two pieces of horizontal distributions, between connect a corner post plate, it is described
Corner post plate be L shape, the same support plate of plate thickness.
The junction of span centre plate and support plate, moment of flexure are sheared and are not so, therefore support plate wing plate exists close to zero
Interior, span centre plate wing plate is conducive to Transfer of Shear outside, from the reliability that structurally ensure that Shear transfer.
In the plate stitch cavity of the junction of support plate and span centre plate, support plate and support plate and support plate and prefabricated post,
It pours into or injects cementation of fissures slurries and form cementation of fissures slurry.Cementation of fissures slurries are micro-expansion cement base binding material, or are other types
Slurry.In the plate stitch cavity of everywhere, at least one sealing rod (the hydro-expansive rubber item of that side to banket close to outdoor
Deng) it is vertically communicated, close to indoor side, ecto-entad, at least one vertically communicated sealing rod, a drain pipe and
One of sealing strip (rubber bar or closing glue or closing mortar).
In terms of waterproof, precast facade is relative to the advantages of cast-in-place exterior wall: although cast-in-place exterior wall good integrity, by
In the reasons such as temperature change, structure stress and concrete shrinkage generate crack location can not, it is expected that therefore waterproof measure without
Method is shot the arrow at the target；And prefabricated outer wall panel this weight is an advantage over cast-in-place exterior wall, it is not easy to crack will not leak, and its splicing seams
Position be it is known, can artificially determine, therefore can targetedly handle the seepage problem of splicing seams.Plate stitch cavity it is interior
Outer two sides are respectively set sealing rod (materials such as hydro-expansive rubber item can be used), are microdilatancy cementation of fissures slurries between sealing rod,
Three is formed together water blockoff mechanism and forms effective " stifled ", i.e. first defence line.And even if once local splicing prefabricated wallboard stitches
The intracorporal infiltration of wall can also be drained into the indoor gutter in underground and ponding by vertically arranged drain pipe by water blockoff failure
In hole, i.e. the Article 2 defence line of waterproof, drain pipe i.e. drainage tube, effect be will seep water in wall it is directive controllable
Carrying-off.The waterproof type in " policy follow, twice defence line " in this way is very suitable to the full assembling structure of wall outside the room of underground, so that full assembly
The outer wall of basement waterproof performance of structure is simultaneously not less than cast-in-place structural.
The precast beam, prefabricated post, support plate have exposure reinforcing bar in capital respectively, and the exposure reinforcing bar is cast-in-place one
In a cast-in-place node.Exposure reinforcing bar refers to that reinforcing bar a part is embedded in precast concrete, and another part stays in outside component
Face, the reinforcing bar outside component are known as exposure reinforcing bar.
It is connected between the prefabricated panel by battle pin connection structure.
The battle pin connection structure, is made of ring and pin, the ring be ring muscle or ring set, two of pre-connection
After ring overlapping, pin is placed in the ring of overlapping.The ring muscle be by steel bar meter at ring, can be the ring muscle of opening,
It can be closed-loop muscle；The ring set is the closed-loop (usually steel loop) connected in the end of reinforcing bar.Pre-connection
Two pieces of prefabricated outer wall panels, reserved when prefabricated it is handy the groove of ring muscle or ring set is arranged and for the reserved pin hole of bayonet lock,
Prefabricated part hanging in place after, ring muscle and ring set are inserted into reserved groove, pin is inserted into reserved pin hole, then reserve it is recessed
It is in the milk and fills in slot and reserved pin hole.
The support plate and another connection method of span centre plate, prefabricated post are: by pair perpendicular to prefabricated panel
Drawing is bolted support plate and span centre plate, prefabricated post, i.e. split bolt connection structure.The split bolt connection structure is by spiral shell
Bolt, nut, waterstop pad (rubber pad etc.) and seal body composition.When Side fascia is prefabricated, nut, bolt are reserved in Side fascia in advance
Hole, nut space (for installing the reserved space of nut) can be wrapped with the material of water-swellable when bolt is installed on bolt
(such as hydro-expansive rubber, unsintered tape material).Bolt, nut are closed with seal body, and the seal body is mortar, closing glue
Equal materials.
For realizing the construction method of the full assembling structure of outer wall of basement of the utility model, wherein the construction method
The following steps are included:
(1) prefabricated components are made respectively；
(2) lifting and split prefabricated components；
(3) sealing rod, drain pipe and sealing strip are installed in splicing seams；
(4) component is connected by battle pin connection structure or split bolt, be in the milk filleting.
Embodiment 1
Step 1: making prefabricated components support plate 1, span centre plate 2, prefabricated post 4, precast beam 8, corner post support plate 3, angle respectively
Column plate 31；
Step 2: hoisting prefabricated component assembles horizontal distribution support plate 11, prefabricated post 4, span centre plate 2, angle to predetermined position
Column plate 31；
Step 3: clogging sealing rod 61, drain pipe 62, sealing strip 63 respectively in 60 internal heads of plate stitch cavity；
Step 4: connecting the wing plate 111 of horizontal seat plate 11 and the wing of span centre plate 2 with bolt 71, nut 72, waterstop pad 73
Plate 21 (or connected with closed-loop muscle 14 or U-loop muscle 40 and ring set 41, pin 17 by reserved groove 15 and reserved pin hole 16
The wing plate 111 of water receiving flat bearing plate 11 and the wing plate 21 of span centre plate 2), with U-loop muscle 40 or closed-loop muscle 14 or ring set 41, pin
Bolt 17 connects horizontal distribution support plate 11 and prefabricated post 4, connects horizontal distribution support with U-loop muscle 40 or ring set 41, pin 17
Plate 11, prefabricated post 4 and corner post plate 31；
Step 5: live the plate stitch and reserved groove 15 of prefabricated outer wall panel with engineering template clamp, plate stitch cavity 60, reserve it is recessed
Bonding slurries (micro-expansion cement base binding material etc. can be used) is poured into slot 15 and reserved pin hole 16, completes grouting filleting, it is full
After sufficient curing period requires, engineering template is removed.Seal body 64 (cement mortar, closing glue etc. are filled in bolt hole end portion cavity
Material).
Step 6: lifting, assembly precast beam 8, prefabricated board 92, mounting post plate hoop 51, construction Bars In Poured Concrete Slab 91, Vierendeel girder 5,
Casting concrete forms cast-in-place node 45.
Embodiment 2
Step 1: making prefabricated components support plate 1, span centre plate 2, prefabricated post 4, precast beam 8, corner post plate 31 respectively；
Step 2: hoisting prefabricated component assembles prefabricated post 4 to predetermined position, support plate lower plate is then distributed under fit on
13, it is distributed support plate upper plate 12 up and down, assembles span centre plate 2；
Step 3: with 1 third step of embodiment；
Step 4: with the 4th step of embodiment 1；
Step 5: with the 5th step of embodiment 1；
Step 6: with the 6th step of embodiment 1.
The utility model proposes the full assembling structure of outer wall of basement and construction method, in environmentally protective, speed of application, build
It is set as this and waterproof effect etc., all there is significant innovative and helpfulness than traditional outer wall of basement cast-in-place structural, it will
Huge positive effect and motive force can be brought to the extension of the application field of assembled architecture.
In this description, the utility model is described with reference to its specific embodiment.But it is clear that still can be with
The spirit and scope that various modification can be adapted and converts without departing from the utility model.Therefore, the description and the appended drawings should be considered as
It is illustrative and not restrictive.
Claims (7)
1. a kind of full assembling structure of outer wall of basement, which is characterized in that the full assembling structure of the outer wall of basement is by dry wall
Plate, prefabricated post, precast beam composition, the prefabricated panel are located at the outside of prefabricated post, and the prefabricated panel is by span centre plate, branch
Seat board composition, the support plate, prefabricated post, precast beam are linked to be entirety.
2. the full assembling structure of outer wall of basement according to claim 1, which is characterized in that the upper end of the span centre plate with
Basement roof is connected, and the lower end of the span centre plate is connected with basement bottom board, left side plate end respectively with the support plate
It is connected, the left side plate end is L shape jaggy, and notch is located inside, and wing plate is located at outside.
3. the full assembling structure of outer wall of basement according to claim 1, which is characterized in that the support plate is by two boards
Composition, two boards or so distribution or two boards up and down be distributed, the support plate left side plate end respectively with the span centre
The left side plate end of plate connection, the support plate is L shape jaggy, and notch is located at outside, and wing plate is located inside, described
Support plate and the wing plate at the left side plate end of the span centre plate fasten respectively, cavity, grouting in cavity are formed between wing plate
It tamps.
4. the full assembling structure of outer wall of basement according to claim 1, which is characterized in that the support plate is one piece whole
Body plate.
5. the full assembling structure of outer wall of basement according to claim 1, which is characterized in that the precast beam, prefabricated post,
Support plate has exposure reinforcing bar in capital respectively, and the exposure reinforcing bar is cast-in-place in a cast-in-place node.
6. the full assembling structure of outer wall of basement according to claim 1, which is characterized in that lead between the prefabricated panel
The connection of battle pin connection structure is crossed, the battle pin connection structure is made of ring and pin, and the ring is ring muscle or ring set,
The ring of pre-connection is locally overlapped, and the pin is placed in the ring of overlapping.
7. the full assembling structure of outer wall of basement according to claim 1, which is characterized in that the support plate and span centre
Plate, prefabricated post are connected by split bolt.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820818465.1U CN208517969U (en) | 2018-05-30 | 2018-05-30 | The full assembling structure of outer wall of basement |
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| CN201820818465.1U CN208517969U (en) | 2018-05-30 | 2018-05-30 | The full assembling structure of outer wall of basement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560585A (en) * | 2018-05-30 | 2018-09-21 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | The full assembling structure of outer wall of basement and its construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560585A (en) * | 2018-05-30 | 2018-09-21 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | The full assembling structure of outer wall of basement and its construction method |
| CN108560585B (en) * | 2018-05-30 | 2023-12-19 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Basement outer wall full assembly structure and construction method thereof |
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