CN106978816B - A kind of Integral tower post case type computer room basis and its construction method and signal of communication tower - Google Patents
A kind of Integral tower post case type computer room basis and its construction method and signal of communication tower Download PDFInfo
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- CN106978816B CN106978816B CN201710373528.7A CN201710373528A CN106978816B CN 106978816 B CN106978816 B CN 106978816B CN 201710373528 A CN201710373528 A CN 201710373528A CN 106978816 B CN106978816 B CN 106978816B
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- 238000004891 communication Methods 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 239000011440 grout Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 15
- 239000011178 precast concrete Substances 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 230000002093 peripheral effect Effects 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 10
- 238000011065 in-situ storage Methods 0.000 claims description 8
- 239000011159 matrix material Substances 0.000 claims description 3
- 230000013011 mating Effects 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000007787 solid Substances 0.000 description 4
- 230000032258 transport Effects 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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Abstract
A kind of Integral tower post case type computer room basis and its construction method and signal of communication tower, the basis include: sole plate, are concrete slab；Basal core column, basal core column are concrete column, are placed on sole plate and are rigidly connected with sole plate；Wallboard core, wallboard core are concrete panel, are placed on sole plate and are rigidly connected with sole plate, while it is also rigidly connected with basal core column；Outer curtain wall penel, outer curtain wall penel are concrete panel, are placed on sole plate and are rigidly connected with sole plate, are also rigidly connected with wallboard core；Base roof plate, base roof plate are concrete slab, are placed on basal core column, wallboard core and outer curtain wall penel, and are rigidly connected with basal core column, wallboard core and outer curtain wall penel.The present invention realizes the king-post basis of signal of communication tower and the integrated design of mating communications equipment room, significantly reduces the comprehensive cost on the king-post basis with mating communications equipment room.
Description
Technical field
The present invention relates to a kind of king-post of signal of communication tower basis and its construction methods, and using this king-post basis
Signal of communication tower.
Background technique
Each signal of communication tower is both needed to auxiliary construction communications equipment room, and usually way is the king-post of signal of communication tower at present
It is basic to be built respectively with matched communications equipment room, each there is isolated footing, or communications equipment room is built in signal of communication tower
King-post basis top, but computer room itself is used as absolute construction, disadvantage of this is that, the king-post basis of entire signal of communication tower and
Mating computer room overall investment is too big.
In addition, signal of communication tower is largely all made of cast-in-place foundation pattern at present, need to grow after the completion of king-post basis is cast-in-place
Time maintenance, just can be carried out signal of communication tower king-post installation after king-post base concrete reaches some strength.Each
The king-post foundation engineering and signal of communication tower king-post installing engineering amount all very littles of signal of communication tower, but due to cast-in-place king-post basis
It needs to conserve, so the engineering for causing very little but still needs very long construction period.If being carried out to traditional king-post basis
Prefabricated, then on-site hoisting king-post basis, then face the too high problem of transportation cost and hoisting cost, and due to king-post basis
Geometric dimension tend to exceed transportable limit for height, limit for width, cause it is prefabricated after the completion of can not transport engineering site at all.
Summary of the invention
The object of the present invention is to provide a kind of Integral tower post case type computer room basis and its construction method and signal of communication tower,
Solve the technical problem that conventional communication signals tower long construction period, construction cost are high, project cost is high.
To achieve the above object, special the present invention adopts the following technical scheme: a kind of Integral tower post case type computer room is basic
Sign is, comprising:
Sole plate, sole plate are concrete slab, are placed on ground.
Basal core column, basal core column are concrete column, are placed on sole plate and rigidly connect with sole plate
It connects.
Wallboard core, wallboard core are concrete panel, are placed on sole plate and are rigidly connected with sole plate,
It is also rigidly connected with basal core column simultaneously, and its two angle that basal core column is arranged in is not less than 30 ° of direction
On；Wallboard core is arranged four in two directions altogether, is formed together × forming core core structure with basal core column, or wherein one
A piece of wallboard core is respectively set in basal core column two sides on a direction, is only arranged in basal core column side on another direction
Wallboard core, three pieces wallboard core and basal core column are formed together T forming core core structure.
Outer curtain wall penel, outer curtain wall penel are concrete panel, are placed on sole plate and are rigidly connected with sole plate,
It is also rigidly connected with wallboard core simultaneously；Outer curtain wall penel is provided with four, and four outer curtain wall penels form a square shape periphery
Structure, square shape peripheral structure general × forming core core structure are trapped among wall body structure that is intermediate, forming matrix pattern, or outer curtain wall penel is set
It is equipped with three pieces, the outer curtain wall penel of three pieces forms a Qian shape peripheral structure, and Qian shape peripheral structure matches with T forming core core structure, shape
At the wall body structure for saying font.
Base roof plate, base roof plate are concrete slab, are placed on basal core column, wallboard core and outer curtain wall penel
On, and be rigidly connected with basal core column, wallboard core and outer curtain wall penel.
Preferably, the wallboard core or/and outer curtain wall penel are equipped with door opening.
Preferably, the base roof plate is, edge and outer curtain wall penel interconnecting piece big with basal core column connecting portion thickness
Position thickness small pyramid pattern or cone pattern.
Preferably, the wallboard core is big with basal core column connecting portion thickness, thick with perimeter walls connecting portion
Spend small trapezoid cross section pattern.
Preferably, the upper surface that the upper end of the basal core column is upward through base roof plate, is higher by base roof plate.
Preferably, the sole plate is precast slab, and basal core column is precast concrete column, and wallboard core is
Precast concrete wall panel, outer curtain wall penel are precast concrete wall panel, and base roof plate is precast concrete wall panel.
Preferably, it is connected between the sole plate and basal core column, wallboard core using grout sleeve, grout sleeve
It is reserved in the bottom of basal core column and the bottom of wallboard core；Between the base roof plate and basal core column, wallboard core
It is stitched using reserved grouting and is connected after connecting or using set aside pre-embedded part with steel member.
Preferably, the outer curtain wall penel is connect with sole plate using grout sleeve, and grout sleeve is reserved in outer curtain wall penel
Bottom；Connected after connecting or using set aside pre-embedded part using reserved grouting seam between outer curtain wall penel and base roof plate with steel member
It connects；It is connected after connecting or using set aside pre-embedded part using reserved grouting seam between outer curtain wall penel and wallboard core with steel member.
The construction method on a kind of Integral tower post case type computer room basis, it is characterised in that steps are as follows: Step 1: on basis
Design position lifts sole plate；Step 2: lifting basal core column in design position, basal core column passes through with sole plate
Reserved grout sleeve connection；Step 3: lifting wallboard core, the place that wallboard core intersects with basal core column is spelled by reserved
Seam, the connection of cast in situs strength cement-based grouting material, wallboard core lower part is reserved grout sleeve and is connect with sole plate；Step 4:
Lift outer curtain wall penel, outer curtain wall penel and wallboard core intersection location reserve splicing seams, by cast in situs strength cement-based grouting material and
Wallboard core connection is integral, and the reserved grout sleeve in outer curtain wall penel bottom connect integral with sole plate；Step 5: lifting base
The intersection location of foundation top board, base roof plate and all wallboard cores, outer curtain wall penel and basal core column reserves splicing seams, scene
It pours pea gravel concreten or all wallboard cores of strength cement-based grouting material, outer curtain wall penel and the connection of basal core column is integral；Step
Six, the vertical prestressing of tensioning basal core column.
A kind of signal of communication tower, it is characterised in that: by above-mentioned Integral tower post case type computer room basis and be rigidly attached to
Signal of communication tower king-post two parts composition on the basis of Integral tower post case type computer room.
Compared with prior art the invention has the characteristics that and beneficial effect.
Advantages of the present invention is first is that realize the king-post basis of signal of communication tower and the integrated design of mating communications equipment room:
Firstly, since the king-post basis of signal of communication tower has receiving axial compressive force smaller, while the larger feature of moment of flexure is born, so
Under the effect of such special load, force king-post foundation's bottom area larger, while needing very thick king-post base thickness to provide
Enough bending stiffnesses, this has resulted in king-post base concrete bulky, cannot give full play to the resistance to compression of concrete material
The problem of ability；Secondly, also wanting auxiliary construction communications equipment room on or near king-post basis, it will cause more material waves
Take.Based on the above issues, the present invention by the king-post basis of signal of communication tower and communications equipment room according to respectively using function, it is organic whole
It is combined into an integrated box foundation, all uses coagulation plate to form whole case on the wall of communications equipment room surrounding and top plate and bottom plate
Type can both obtain enough king-post foundation's bottom areas and king-post basis bending stiffness in this way, while utilize box foundation
Space is used as communications equipment room, thus into cost and construction time is saved.
Advantages of the present invention two be entire basis be wallboard constitute, can very easily be split into be particularly suitable for it is prefabricated
The plane plate of production, it is then assembled integral again at the construction field (site), significantly reduce the king-post with mating communications equipment room
The construction period on basis: the substantially all signal of communication tower king-post (being also tower body or pylon) of general signal of communication tower is component,
But due to the loading characteristic of signal of communication tower, cause the volume on the king-post basis of signal of communication tower larger, cast-in-place king-post basis
A series of processes such as excavation of foundation pit, assembling reinforcement, casting concrete, concrete curing are needed in work progress, and are constructed
Assembling reinforcement, casting concrete in journey, concrete curing these three processes occupy the 80% of entire king-post foundation construction period with
On, and since field cast-in-place working procedure is long, more serious, while tower is influenced by construction site weather condition in construction period
Matched communications equipment room below column is generally individually built, this can more increase the project amount of king-post foundation engineering and construction week
Phase.Based on this problem, king-post basis and communications equipment room are designed to integrated box foundation by the present invention, these three can be applied
Work process is transferred to factory, synchronous with other working procedures of construction site can carry out, or even in advance, significantly compression construction
The construction period at scene, and reduce influence of the weather condition to construction speed in work progress.
Advantages of the present invention three be the provision of it is a kind of can be used it is prefabricated, industrialized production by communications equipment room with communicate
The towering tower column structure integration basis that the king-post basis of signal tower is perfectly combined: the bottom on the cast-in-place king-post basis of common entity
Area is generally all very big, cannot be directly prefabricated, even if prefabricated, also face it is oversized caused by transport difficult or even can not transport
The problem of, and the present invention to the mating communications equipment room having below the king-post of signal of communication tower basis and signal of communication tower king-post into
Row integration, according to the function and loading characteristic of king-post basis each section, by the king-post basis of signal of communication tower and communications equipment room into
Row integrated design, and precast slab, precast concrete column and the concrete for being divided into size smaller and being readily transported
Then cob wall plate transports first in factory's precast block to engineering construction place, by grout sleeve, reserved pour the modes such as seam
Assembled integral, the integrated king-post basis after the completion of assembly has whole loading characteristic, realizes and primary entities extension tower
Column foundation and the identical structure function of mating communications equipment room.
The present invention is a kind of box king-post basis that can also serve as communications equipment room, by the king-post basis of signal of communication tower and communication
Computer room integrated design is a kind of technology that prefabricated, industrialized production and high construction efficiency can be used at box king-post basis, can
Communication tower is significantly saved to build a station overall cost.
Basal core column in the present invention can upwardly extend, and part substitutes signal of communication tower tower column structure, further save
Signal of communication tower king-post steel using amount reduces engineering comprehensive cost.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the stereoscopic schematic diagram on the first Integral tower post case type computer room basis.
Fig. 2 is the schematic diagram of internal structure on the first Integral tower post case type computer room basis.
Fig. 3 is that the base roof plate in the first Integral tower post case type computer room basis is that the three-dimensional of pyramid pattern is illustrated
Figure.
Fig. 4 is the internal structure that wallboard core in the first Integral tower post case type computer room basis is trapezoid cross section pattern
Schematic diagram.
Fig. 5 is the stereoscopic schematic diagram on second of Integral tower post case type computer room basis.
Fig. 6 is the schematic diagram of internal structure on second of Integral tower post case type computer room basis.
Fig. 7 is the stereoscopic schematic diagram of signal of communication tower.
Appended drawing reference: the outer curtain wall penel of 1- basal core column, 2- sole plate, 3-, 4- wallboard core, the basis 5- top
Plate, 6- Integral tower post case type computer room basis, 7- king-post, 8- door opening, 9- overhang side.
Specific embodiment
For embodiment referring to shown in Fig. 1-6, this Integral tower post case type computer room is basic, comprising:
Sole plate 2, sole plate 2 are concrete slab, are placed on ground.
To increase sole plate rigidity, while material utilization amount is saved, close rib cored slab can be used in sole plate, in addition,
Solid concrete plate can be used.In the present embodiment, overhanging side 9, i.e. base are extended on the outside of the outside curtain wall penel 3 of 2 surrounding of sole plate
4 surrounding of plinth bottom plate can overhang certain length on the outside of outside curtain wall penel 3, certainly, in other embodiments, be also possible to sole plate
2 surroundings are flushed with outer curtain wall penel 3.The thickness of sole plate 2 is typically no less than 100mm.
Basal core column 1, basal core column 1 are concrete column, are placed on sole plate 2 and rigid with sole plate 2
Property connection.
The diameter of basal core column need to meet the anchor bolts anchoring requirements of upper column column bottom or the connection of other suspension columns is arranged
The construction demand applied.Open tubular column can be set as needed into basal core column, be also possible to solid post, and post shapes can be cylinder
Shape is also possible to truncated cone-shaped, and circle can be set into column section, is also possible to regular polygon.The section of basal core column 1 need to expire
The bearing capacity demand of sufficient top tower column structure transmitting load.It, can be in basic core for cracking resistance, the bending resistance for increasing basal core column
Vertical prestressing is set in stem 1.Basal core column 1 can be used as separate piece production, can also be according to transport capacity and lifting energy
Power by basal core column along the block for being divided into no less than two by the vertical plane at king-post center, spelled by reserved grouting seam by scene
It is connected in entirety, it is of course also possible to use other reliable methods.
Wallboard core 4, wallboard core 4 are concrete panel, are placed on sole plate 2 and rigid with sole plate 2
Connection, while it is also rigidly connected with basal core column 1, and its two angle that basal core column 1 is arranged in is not less than 30 °
Direction on.Preferably, the angle of both direction is 90 degree, i.e., both direction is mutually perpendicular to.The thickness of wallboard core 4 is generally not
Less than 50mm.
There are two types of arragement constructions for wallboard core 4: the first is arranged altogether in two directions referring to Fig. 5, Fig. 6, wallboard core 4
Four, with basal core column 1 be formed together × forming core core structure.When the angle of both direction is 90 degree, × forming core core structure
Cross nuclear structure can also be.Referring to Fig. 1-4, respectively it is arranged on one of direction in 1 two sides of basal core column for second
Wallboard core 4, three pieces wallboard core 4 and base only are set in 1 side of basal core column on a piece of wallboard core 4, another direction
Plinth core column 1 is formed together T forming core core structure.
Outer curtain wall penel 3, outer curtain wall penel 3 are concrete panel, are placed on sole plate 2 and rigid with sole plate 2
Connection, while it is also rigidly connected with wallboard core 4；Outer curtain wall penel 3 is provided with four, and four outer curtain wall penels 3 form a mouth
Font peripheral structure, square shape peripheral structure general × forming core core structure are trapped among wall body structure that is intermediate, forming matrix pattern, or outer
Curtain wall penel 3 is provided with three pieces, and the outer curtain wall penel 3 of three pieces forms a Qian shape peripheral structure, Qian shape peripheral structure and T forming core core structure
It matches, form the wall body structure for saying font.The thickness of outer curtain wall penel 3 is typically no less than 50mm.All make per a piece of peripheral wallboard
For an independent part production.
Base roof plate 5, base roof plate 5 are concrete slab, are placed on basal core column 1, wallboard core 4 and periphery
On wallboard 3, and it is rigidly connected with basal core column 1, wallboard core 4 and outer curtain wall penel 3.
According to communications equipment room size and functional requirement is used, it can be as needed in the wallboard core 4 or/and outer curtain wall penel
Gating hole 8 on 3, with each room in connection Integral tower post case type computer room basis.
By all wallboard precast blocks assembled construction technology again, i.e., entire Integral tower post case type computer room basis can be used
Sole plate 2 in Integral tower post case type computer room basis is precast slab, and basal core column 1 is precast concrete column,
Wallboard core 4 is precast concrete wall panel, and outer curtain wall penel 3 is precast concrete wall panel, and base roof plate 5 is pre-cast concrete walling
Plate.At this point, being connected between the sole plate 2 and basal core column 1, wallboard core 4 using grout sleeve, grout sleeve is reserved
In the bottom of basal core column 1 and the bottom of wallboard core 4.In addition, other reliable connection methods can also be used by basic bottom
Plate 2 is connected with basal core column 1, wallboard core 4.Using pre- between the base roof plate 5 and basal core column 1, wallboard core 4
It is connected after staying grouting seam to connect or use set aside pre-embedded part with steel member.The outer curtain wall penel 3 is with sole plate 2 using grouting set
Cylinder connection, grout sleeve are reserved in the bottom of outer curtain wall penel 3；Connected between outer curtain wall penel 3 and base roof plate 5 using reserved grouting seam
It connects or is connected using after set aside pre-embedded part with steel member；Between outer curtain wall penel 3 and wallboard core 4 using reserved grouting seam connection or
It is connected using after set aside pre-embedded part with steel member.Or use other reliable methods by outer curtain wall penel 3 and base roof plate 5, core
Wallboard 4 connects integral.
For the overall stiffness for increasing Integral tower post case type computer room basis, the base roof plate 5 can be and basal core
1 connecting portion thickness of column is big, edge and outer 3 connecting portion thickness of curtain wall penel small pyramid pattern (referring to Fig. 3) or cone
Pattern.
For the overall stiffness for increasing Integral tower post case type computer room basis, the wallboard core 4 can be and basal core
1 connecting portion thickness of column is big, with the small trapezoid cross section pattern (referring to fig. 4) of 3 connecting portion thickness of perimeter walls.
The upper surface that the upper end of the basal core column 1 may pass upwardly through base roof plate 5, be higher by base roof plate 5, i.e. basis
It needs that basal core column 1 can be lengthened upwards to the upper surface certain length for exceeding base roof plate 5, so can partially substitute upper column
Rod structure saves tower column structure steel using amount, saves comprehensive cost.
In the case that traffic condition allows, the basal core column 1 and wallboard core 4 can be an integrated entirety
Prefabricated components.In addition it is also possible to be that basal core column 1 and wallboard core 4 are respectively independent prefabricated components, basal core column 1
It is connect after connecting or using set aside pre-embedded part using reserved grouting seam between wallboard core 4 with steel member.
In order to balance the problem of present invention self weight substantially reduces, enhance basic resistance to capsizing, it, can be according to need when construction
The weight materials such as backfill are filled in the box-shaped enclosure space of basal core inside configuration of the invention (i.e. in basal core
The weight materials such as filling backfill in the enclosure space that column 1, wallboard core 4 and outer curtain wall penel 3 surround), compensated foundation weight
Amount, after improving anti-overturning energy, then base roof plate 5 of constructing.
Referring to Fig. 7, the signal of communication tower by Integral tower post case type computer room basis 6 and is rigidly attached to Integral tower
7 two parts of signal of communication tower king-post composition on post case type computer room basis 6.
By taking certain engineering as an example, the work progress on Integral tower post case type computer room basis is as follows:
1, sole plate 2 being lifted in basic engineering position, sole plate 2 uses solid concrete plate, and thickness takes 250mm,
It is divided into two pieces of liftings, by reserving splicing seams between two pieces of sole plates, cast in situs strength cement-based grouting material spells two pieces of bottom plates
It is integral.
2, design position lift basal core column 1, basal core column 1 be height 3500mm, diameter 1600mm it is solid
Concrete column, basal core column 1 are connect with sole plate 2 by reserved grout sleeve.
3, lift wallboard core 4, core wall height 3000mm, wallboard core 4 with a thickness of 200mm, wallboard core 4 with
The place that basal core column 1 intersects is connected by reserving splicing seams, cast in situs strength cement-based grouting material, and 4 lower part of wallboard core is pre-
Grout sleeve is stayed to connect with sole plate 2.
4, outer curtain wall penel 3, peripheral wallboard thickness 200mm, height 3000mm are lifted, outer curtain wall penel 3 intersects with wallboard core 4
Splicing seams are reserved in position, are connect by cast in situs strength cement-based grouting material with wallboard core 4 integral；Outer 3 bottom of curtain wall penel is pre-
Grout sleeve is stayed to connect with sole plate 2 integral.
5, base roof plate 5, the phase of base roof plate 5 and all wallboard cores 4, outer curtain wall penel 3 and basal core column 1 are lifted
Position is handed over to reserve splicing seams, cast in situs pea gravel concreten or all wallboard cores 4 of strength cement-based grouting material, outer curtain wall penel 3 and base
Plinth core column 1 connects integral.
6, the vertical prestressing of tensioning basal core column 1.
7, integrated king-post can be increased in the upper surface of sole plate 1, preloading sandy soil, element soil or other counterweights as needed
The weight on box computer room basis enhances the resistance to capsizing on Integral tower post case type computer room basis.
Cast-in-place completion can also be used in entire Integral tower post case type computer room basis, i.e., can cancel all prefabricated structures as needed
It makes, entire Integral tower post case type computer room basis is cast-in-place at the scene.
Claims (10)
1. a kind of Integral tower post case type computer room basis characterized by comprising
Sole plate (2), sole plate (2) are concrete slab；
Basal core column (1), basal core column (1) be concrete column, be placed on sole plate (2) and and sole plate
(2) it is rigidly connected；
Wallboard core (4), wallboard core (4) be concrete panel, be placed on sole plate (2) and with sole plate (2)
Rigid connection, while it is also rigidly connected with basal core column (1), and its setting is in two angles of basal core column (1)
On direction not less than 30 °；Wallboard core (4) in two directions altogether be arranged four, with basal core column (1) be formed together ×
On forming core core structure or one of direction basal core column (1) two sides be respectively arranged a piece of wallboard core (4), another
Wallboard core (4) only are set in basal core column (1) side on direction, three pieces wallboard core (4) and basal core column (1) are together
Form T forming core core structure；
Outer curtain wall penel (3), outer curtain wall penel (3) be concrete panel, be placed on sole plate (2) and with sole plate (2)
Rigid connection, while it is also rigidly connected with wallboard core (4)；Outer curtain wall penel (3) is provided with four, four outer curtain wall penels (3)
A square shape peripheral structure is formed, square shape peripheral structure general × forming core core structure is trapped among wall that is intermediate, forming matrix pattern
Structure, or outer curtain wall penel (3) are provided with three pieces, and the outer curtain wall penel (3) of three pieces forms a Qian shape peripheral structure, Qian shape periphery knot
Structure matches with T forming core core structure, forms the wall body structure for saying font；
Base roof plate (5), base roof plate (5) be concrete slab, be placed on basal core column (1), wallboard core (4) and
On outer curtain wall penel (3), and it is rigidly connected with basal core column (1), wallboard core (4) and outer curtain wall penel (3).
2. Integral tower post case type computer room according to claim 1 basis, it is characterised in that: the wallboard core (4) or/
Door opening (8) are equipped with outer curtain wall penel (3).
3. Integral tower post case type computer room according to claim 1 basis, it is characterised in that: the base roof plate (5) is
It is big with basal core column (1) connecting portion thickness, edge and the small pyramid pattern of outer curtain wall penel (3) connecting portion thickness, or
Cone pattern.
4. Integral tower post case type computer room according to claim 1 basis, it is characterised in that: the wallboard core (4) is
It is big with basal core column (1) connecting portion thickness, the small trapezoid cross section pattern with perimeter walls (3) connecting portion thickness.
5. Integral tower post case type computer room basis according to claim 1, it is characterised in that: the basal core column (1)
The upper end upper surface that is upward through base roof plate (5), is higher by base roof plate (5).
6. Integral tower post case type computer room according to claim 1 basis, it is characterised in that: the sole plate (2) is
Precast slab, basal core column (1) are precast concrete column, and wallboard core (4) is precast concrete wall panel, outer curtain wall penel
It (3) is precast concrete wall panel, base roof plate (5) is precast concrete wall panel.
7. Integral tower post case type computer room according to claim 6 basis, it is characterised in that: the sole plate (2) with
It is connected between basal core column (1), wallboard core (4) using grout sleeve, grout sleeve is reserved in the bottom of basal core column (1)
The bottom in portion and wallboard core (4)；Using reserved between the base roof plate (5) and basal core column (1), wallboard core (4)
Grouting seam is connected after connecting or using set aside pre-embedded part with steel member.
8. Integral tower post case type computer room according to claim 6 basis, it is characterised in that: the outer curtain wall penel (3) with
Sole plate (2) is connected using grout sleeve, and grout sleeve is reserved in the bottom of outer curtain wall penel (3)；Outer curtain wall penel (3) and basis
It is connected after connecting or using set aside pre-embedded part using reserved grouting seam between top plate (5) with steel member；Outer curtain wall penel (3) and core
It is connected after connecting or using set aside pre-embedded part using reserved grouting seam between wallboard (4) with steel member.
9. a kind of construction method on the basis of Integral tower post case type computer room described in claim 6, it is characterised in that step is such as
Under:
Step 1: lifting sole plate (2) in basic engineering position；
Step 2: lifting basal core column (1) in design position, basal core column (1) and sole plate (2) pass through reserved grouting
Sleeve connection；
Step 3: lifting wallboard core (4), the place that wallboard core (4) intersects with basal core column (1) passes through reserved splicing
Seam, the connection of cast in situs strength cement-based grouting material, wallboard core (4) lower part is reserved grout sleeve and is connect with sole plate (2)；
Step 4: the outer curtain wall penel (3) of lifting, outer curtain wall penel (3) and wallboard core (4) intersection location reserve splicing seams, by existing
Field joints cement base grouting material connect integral, the reserved grout sleeve in outer curtain wall penel (3) bottom and basic bottom with wallboard core (4)
Plate (2) connection is integral；
Step 5: lifting base roof plate (5), base roof plate (5) and all wallboard cores (4), outer curtain wall penel (3) and basic core
The intersection location of stem (1) reserves splicing seams, cast in situs pea gravel concreten or strength cement-based grouting material for all wallboard cores
(4), outer curtain wall penel (3) and basal core column (1) connection are integral；
Step 6: the vertical prestressing of tensioning basal core column (1).
10. a kind of signal of communication tower, it is characterised in that: the Integral tower post case type as described in any one of claim 1 to 8
Computer room basis (6) and signal of communication tower king-post (7) two parts group being rigidly attached on Integral tower post case type computer room basic (6)
At.
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