CN106436893A - Fully-prefabricated structure and construction method thereof - Google Patents
Fully-prefabricated structure and construction method thereof Download PDFInfo
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- CN106436893A CN106436893A CN201610993143.6A CN201610993143A CN106436893A CN 106436893 A CN106436893 A CN 106436893A CN 201610993143 A CN201610993143 A CN 201610993143A CN 106436893 A CN106436893 A CN 106436893A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to the technical field of building construction and in particular relates to a fully-prefabricated structure and a construction method thereof. The fully-prefabricated structure comprises a top plate, peripheral wall boards and base plate concrete precast members, wherein an assembly clearance joint is preserved between every two adjacent concrete prefabricated members; joints connected with the concrete prefabricated members in parallel adopt L-shaped stagger-jointed lapping; in addition, the prefabricated wall panels are connected by embedded split bolts or connected by grouting and casting of reserved steel bars and matched holes; vertical joints between the prefabricated wall panels and the top plate and the base plate adopt grouting and casting connection through the reserved steel bars and the matched holes; water-expandable rubber water-stop strips are arranged in the reserved assembly clearance joints and are grouted with cement-based grouting materials; sealants are arranged on openings in two sides of the reserved assembly clearance joints. The fully-prefabricated structure and the construction method thereof disclosed by the invention have the advantages that the construction speed is high, the quality is easy to control, and materials such as a template scaffold are saved; the members are good in appearance quality and durability; field wet operation is reduced, so that environment friendliness is facilitated; the fully-prefabricated structure and the construction method thereof are suitable for construction of single-storey assembled buildings and multi-storey assembled buildings having no seismic requirements.
Description
Technical field
The invention belongs to technical field of building construction, more particularly to a kind of fully-prefabricated assembled structure and its construction party
Method is it is adaptable to the multilamellar of monolayer assembling building and no shockproof requirements assembles the construction of building.
Background technology
Traditional monolayer and tier building major part adopt brick mix structure, after the completion of brick mix structure construction, need to carry out again
Plaster, the construction of the operation such as heat-insulation layer.Scene is long in time limit, and season and weather are affected very greatly, and construction quality is difficult to control to, coat of plaster
Often occur with common quality defects such as heat-insulation layer hollowing, cracks, uneven settlement of foundation even also can cause wall crazing, impact knot
Structure safety.
If building adopts cast-in-place structural, Site Template scaffold large usage quantity, and cast-in-place concrete presentation quality to be difficult to control
, often the common quality defects such as honeycomb, pitted skin, hollowing, leakage muscle, after the completion of concreting, needs to carry out again plastering, is incubated in system
The construction of the operations such as layer.Scene is long in time limit, and season and weather are affected very big.
If building is using traditional fabricated construction(Partial precast+partly cast-in-place)Pattern, Site Template consumption is less, but
The part mass of poured in place concrete is difficult to control to, and the common quality defects such as honeycomb, pitted skin, hollowing, leakage muscle often, and exterior wall connects
At seam, waterproof effect is poor, and seam crossing is difficult to ensure that the flatness of metope, needs to carry out process of plastering again.Because scene remain a need for into
The pouring and maintenance of row concrete, so the duration is still longer, season and weather are affected larger.
Content of the invention
The technical problem to be solved in the present invention is exactly to overcome above-mentioned the deficiencies in the prior art, and provides one kind meeting structure
Safely with using on the basis of function, construction speed is fast, quality is easily controllable, save material, the component outward appearances such as template scaffold
Quality is good, good endurance, and reduces situ wet operation, environmentally friendly fully-prefabricated assembled structure and its construction method.
For solving above-mentioned technical problem, the technical solution used in the present invention is:
Design a kind of fully-prefabricated assembled structure, including concrete prefabricated element, wherein concrete prefabricated element has top board, surrounding
Wallboard and base plate;It is reserved with the fit-up gap seam of certain size between adjacent concrete prefabricated components, wherein concrete prefabricated
The seam crossing that member parallel connects overlaps for the L-type fissure of displacement, and is connected by pre-buried split bolt between prefabricated panel or adopt
Reserved steel bar and the hole grouting being adapted pour connection, are reserved steel at the vertical joint between prefabricated panel and top board and base plate
Muscle and the hole grouting being adapted pour connection;It is provided with chance in institute's reserved fit-up gap seam between adjacent concrete prefabricated components
Water-expansible rubber sealing rod, and it is perfused with strength cement-based grouting material, reserved fit-up gap seam both sides port is provided with sealing
Glue.
Preferably, in above-mentioned fully-prefabricated assembled structure, described concrete prefabricated element is parallel to be connected and includes dry wall
The connection of plate corner;If any one of prefabricated panel, top board and base plate or any two or three's is whole, at least by
Two pieces are spliced, and this parallel connection also includes the connection between contiguous concatenation block.
Preferably, in above-mentioned fully-prefabricated assembled structure, the reserved fit-up gap of institute between adjacent concrete prefabricated components
Joint size is 10mm.
Preferably, in above-mentioned fully-prefabricated assembled structure, in prefabricated panel, top board and base plate, it is provided with battenboard insulation
Layer.
Preferably, in above-mentioned fully-prefabricated assembled structure, the seam crossing between adjacent concrete prefabricated components is matsurface.
Preferably, in above-mentioned fully-prefabricated assembled structure, prefabricated in the seam areas between adjacent concrete prefabricated components
There is additional longitudinal reinforcement, form sleeper or beam steel.
Preferably, in above-mentioned fully-prefabricated assembled structure, the nut position connecting in pre-buried split bolt is provided with phase
The steel plate washer of adaptation.
In addition, the present invention also provides the construction method of a kind of as above arbitrary described fully-prefabricated assembled structure, first pre-
Component L-type interface position processed fixes water-swelling rubber water bar, lifts base plate, wallboard and top successively further according to arrangement and method for construction
Plate, is reserved with the fit-up gap of certain size between component and component;After being fixed with split bolt between body of wall, first inside and outside two
Side seams beat concrete special seal gum, then from top cement injection base grouting material, so that two neighboring prefabricated components is formed whole
Body structure;Body of wall and base plate seam first play outer side seal glue, then from indoor cement injection base grouting material, finally play indoor side seal
Glue;The seam of body of wall and top board first plays both sides sealing glue, then cement injection base grouting material from the reserved steel bar hole of top board.
Preferably, in the construction method of above-mentioned fully-prefabricated assembled structure, between described component and component, reserve 10mm
Fit-up gap.
The beneficial effect of technical solution of the present invention is:
1st, in structure, adopt L-type fissure of displacement overlap joint or reserved steel bar grouting to connect at component seam, and cooperation is to drawing spiral shell
Tether and connect, adopt " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+concrete Special seal
The connected mode closure fit-up gap of glue ", on the basis of meeting structure safety and using function, solves on-site concrete wet
The problem of operation, it is to avoid the season and weather impact to site operation, has that construction speed is fast, quality is easily controllable, saves
The materials such as template scaffold, component presentation quality are good, good endurance, and the features such as reduce situ wet operation, be conducive to environmental protection.
2nd, in structure, using full precast concrete, finished product member flatness, dimensional discrepancy very little, save the later stage
Wall plastering operation, saves material and artificial;Concrete curing is not affected by weather, temperature, the reduction of erection time, saves the teletostage
Maintenance measure expense;Construction worker is specialized, and quality is guaranteed.Material processing machine:Steel bar meter is quality controllable.
3rd, in structure, body of wall, top board and base plate are all using " sandwich " battenboard heat-insulation layer, concrete and heat-insulation layer shape
Become structure overall, decrease the operation of the secondary construction of heat-insulation layer, save the duration, and avoid heat-insulation layer and easily ftracture, come off
Deng common quality defect, ensure that the energy-saving effect of machine room simultaneously.
4th, to sum up, the full assembling in the present invention fully-prefabricated assembled structure scene construction, element precast rate 100%, it is to avoid scene is mixed
The operation of solidifying soil, improves site operation speed.Construction period is not subject to seasonal effect substantially, " from scratch ", whole computer room structure
Whole installation in one day.
Brief description
Below in conjunction with the accompanying drawings the specific embodiment of the present invention is described in further detail, wherein:
Fig. 1 is the structural representation of the fully-prefabricated assembled constructive embodiment of the present invention one(Express for convenience of clear, eliminate top
Plate);
Fig. 2 is the A-A cross section structure diagram shown in Fig. 1;
Fig. 3 is the B-B cross section structure diagram shown in Fig. 1;
Fig. 4 is the attachment structure schematic diagram of wallboard stitching portion of the present invention;
Fig. 5 is the attachment structure schematic diagram of corner of wallboards of the present invention;
Fig. 6 is the attachment structure schematic diagram of wallboard of the present invention and top board and back plate connections;
Fig. 7 is the attachment structure schematic diagram of top board stitching portion of the present invention;
In figure sequence number:1st, top board, 2, wallboard, 3, base plate, 4, split bolt, 5, water-swelling rubber water bar, 6, cement based fills
Slurry, 7, fluid sealant, 8, reserved steel bar, 9, poured grouting material in hole, 10, additional longitudinal reinforcement, 11, steel plate washer, 12, press from both sides
Central layer heat-insulation layer(Polyurethane thermal insulation board).
Specific embodiment
The specific embodiment of the present invention to be described with reference to the accompanying drawings and examples, but following examples are used only in detail
Describe the bright present invention in detail, and limit the scope of the present invention never in any form, involved instrument element is such as in the examples below
No illustrate, be conventional instrument element.
Embodiment one:(The present embodiment illustrates taking monolayer machine room as a example)
Referring to Fig. 1-3, in figure, the fully-prefabricated assembled structure of the present invention, it is made up of 12 blocks of prefabricated components, push up including two pieces
Plate 2, two pieces of base plates 3 of 1, eight blocks of wallboards, each prefabricated components have bolt, steel plate washer, suspension ring, drip by layout design set aside pre-embedded
Deng.Wherein surrounding prefabricated panel, top board and base plate are spliced by two pieces respectively.Pre- between the component of this assembling structure and component
Leave the fit-up gap of 10mm.Assembly connection between each component includes the parallel connection of concrete prefabricated element and prefabricated panel and top
Connection at vertical joint between plate and base plate.The wherein parallel connection of concrete prefabricated element refers to prefabricated panel, top board and base plate
Connection between interior contiguous concatenation block, and the seam connection of prefabricated panel corner.
Concrete component adopts prefabrication, finished product member flatness, dimensional discrepancy very little, saves later stage wall plastering work
Sequence, saves material and artificial;Concrete curing is not affected by weather, temperature, the reduction of erection time, saves teletostage maintenance measure and takes
With;Construction worker is specialized, and quality is guaranteed.And material processing machine, steel bar meter is quality controllable.
Referring to Fig. 4, in figure, the assembled seam crossing between two pieces of prefabricated panel adopts the L-type fissure of displacement to overlap, and adopts between wallboard
Split bolt 4 connects, and adopts " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+mixed successively
The connected mode closure fit-up gap of solidifying soil special seal gum ".It is provided with hydro-expansive rubber in institute's reserved fit-up gap seam
Sealing rod 5, and it is perfused with strength cement-based grouting material 6, reserved fit-up gap seam both sides port is provided with fluid sealant 7.
Referring to Fig. 5, in figure, the assembled seam crossing of prefabricated panel corner adopts the L-type fissure of displacement to overlap, and adopts between wallboard
Split bolt 4 connects, and adopts " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+mixed successively
The connected mode closure fit-up gap of solidifying soil special seal gum ".It is provided with hydro-expansive rubber in institute's reserved fit-up gap seam
Sealing rod 5, and it is perfused with strength cement-based grouting material 6, reserved fit-up gap seam both sides port is provided with fluid sealant 7.
Referring to Fig. 6, in figure, prefabricated panel with the vertical joint of top board and base plate using reserved steel bar 8 and be adapted
In hole, poured grouting material 9 connects, and adopts " concrete special seal gum+water-swelling rubber water bar+cement-based grout
The connected mode closure fit-up gap of material+concrete special seal gum ".It is provided with water-swellable in institute's reserved fit-up gap seam
Rubber water-proof bar 5, and it is perfused with strength cement-based grouting material 6, reserved fit-up gap seam both sides port is provided with fluid sealant 7.
Referring to Fig. 7, in figure, the assembled seam crossing between prefabricated top board splicing block adopts the L-type fissure of displacement to overlap, top board splicing block
Between using reserved steel bar 8 and in the hole that is adapted poured grouting material 9 connect, and adopt successively " concrete special seal gum+
The connected mode closure fit-up gap of water-swelling rubber water bar+strength cement-based grouting material+concrete special seal gum ".I.e. institute
It is provided with water-swelling rubber water bar 5 in the seam of reserved fit-up gap, and is perfused with strength cement-based grouting material 6, reserved assembling
Gapped seam both sides port is provided with fluid sealant 7, and the gradient of roofing is 2%, looks for slope from centre toward both sides, wherein roofing is in coagulation
SBS waterproof roll and its extra play can be equipped with soil structure layer.
Adopt L-type fissure of displacement overlap joint or reserved steel bar grouting to connect at component seam, and cooperation split bolt connect,
Connection using " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+concrete special seal gum "
Mode blocks fit-up gap, ensure that structure stress is reliable, construction speed is fast, quality is easily controllable, and component outward appearance matter
Measure, good endurance, decrease situ wet operation, be conducive to environmental protection.
Above-mentioned prefabricated components are matsurface it is ensured that the combination of prefabricated components and strength cement-based grouting material in seam crossing.
Strength cement-based grouting material have initial flux good, hardening high intensity, volume microdilatancy the features such as, both sides prefabricated components can be made to be formed
Integrally, accomplish the thorough ne-leakage of seam crossing, ensure that the globality of structure between two neighboring component simultaneously, meet Aseismic Design
Require.
Meanwhile, in the seam areas between adjacent concrete prefabricated components(The i.e. edge of prefabricated panel, top board and base plate
Place)It is prefabricated with additional longitudinal reinforcement 10, forms sleeper or beam steel, for local strengthening it is ensured that structure stress is reliable.Pre-
The nut position burying split bolt connection is provided with the steel plate washer 11 being adapted, and can prevent concrete local failure.
And, body of wall, top board and base plate are all using " sandwich " battenboard heat-insulation layer 12(Polyurethane heat-insulation can be adopted
Plate), it is overall that concrete and heat-insulation layer form structure, decreases the operation of the secondary construction of heat-insulation layer, saves the duration, and avoids
Heat-insulation layer such as easily ftractures, comes off at the common quality defect, ensure that the energy-saving effect of machine room simultaneously.
To sum up, this fully-prefabricated assembled structure, on the basis of meeting structure safety and using function, solves scene mixed
The problem of solidifying soil wet trade, it is to avoid the season and weather impact to site operation, has that construction speed is fast, quality is easy to control
The materials such as system, saving template scaffold, component presentation quality are good, good endurance, and reduce situ wet operation, are conducive to environmental protection
The features such as.
Embodiment two:
The present invention also provides a kind of construction method of the fully-prefabricated assembled structure as described in embodiment one, and wherein prefabricated components exist
Pour in factory, maintenance completes, after meeting lifting intensity requirement, prefabricated components are transported and carries out assembling construction to scene, specifically
Work progress is:First fix water-swelling rubber water bar in prefabricated components L-type interface position, hang successively further according to arrangement and method for construction
Dress base plate, wallboard and top board, are reserved with the fit-up gap of 10mm between component and component;Fixed with split bolt between body of wall
Afterwards, first inside and outside seam crossing beat concrete special seal gum, then from top cement injection base grouting material, make two neighboring pre-
Component processed forms overall structure;Body of wall and base plate seam first play outer side seal glue, then from indoor cement injection base grouting material, finally
Break indoor fluid sealant;The seam of body of wall and top board first plays both sides sealing glue, then irrigates from the reserved steel bar hole of top board
Strength cement-based grouting material.
Scene full assembling construction, element precast rate 100%, it is to avoid on-site concrete operation, improve site operation speed.
Construction period is not subject to seasonal effect substantially, " from scratch ", the whole installation in a day of whole computer room structure.
Above in conjunction with drawings and Examples, the present invention is described in detail, but, those of skill in the art
Member is it is understood that on the premise of without departing from present inventive concept, can also carry out to each design parameter in above-described embodiment
Change, forms multiple specific embodiments, is the common excursion of the present invention, here no longer describes in detail one by one.
Claims (9)
1. a kind of fully-prefabricated assembled structure, is characterized in that:Including concrete prefabricated element, wherein concrete prefabricated element has top
Plate, surrounding wallboard and base plate;It is reserved with the fit-up gap seam of certain size, wherein coagulation between adjacent concrete prefabricated components
The parallel connected seam crossing of native prefabricated components is L-type fissure of displacement overlap joint, and connected by pre-buried split bolt between prefabricated panel or
Person using reserved steel bar and be adapted hole grouting pour connection, at the vertical joint between prefabricated panel and top board and base plate be
Reserved steel bar and the hole grouting being adapted pour connection;In institute's reserved fit-up gap seam between adjacent concrete prefabricated components
It is provided with water-swelling rubber water bar, and is perfused with strength cement-based grouting material, reserved fit-up gap seam both sides port sets
There is fluid sealant.
2. fully-prefabricated assembled structure according to claim 1, is characterized in that:The parallel connection of described concrete prefabricated element
Connection including prefabricated panel corner;If any one of prefabricated panel, top board and base plate or any two or three's
All, at least it is spliced by two pieces, this parallel connection also includes the connection between contiguous concatenation block.
3. fully-prefabricated assembled structure according to claim 1, is characterized in that:Between adjacent concrete prefabricated components, institute is pre-
Fit-up gap joint size is stayed to be 10mm.
4. fully-prefabricated assembled structure according to claim 1, is characterized in that:It is provided with prefabricated panel, top board and base plate
Battenboard heat-insulation layer.
5. fully-prefabricated assembled structure according to claim 1, is characterized in that:Seam between adjacent concrete prefabricated components
Locate as matsurface.
6. fully-prefabricated assembled structure according to claim 1, is characterized in that:Seam between adjacent concrete prefabricated components
It is prefabricated with additional longitudinal reinforcement in position, form sleeper or beam steel.
7. fully-prefabricated assembled structure according to claim 1, is characterized in that:The nut portions connecting in pre-buried split bolt
Position is provided with the steel plate washer being adapted.
8. a kind of construction method of the fully-prefabricated assembled structure described in any one according to claim 1 to 7, is characterized in that:First
Prefabricated components L-type interface position fix water-swelling rubber water bar, further according to arrangement and method for construction lift successively base plate, wallboard and
Top board, is reserved with the fit-up gap of certain size between component and component;After being fixed with split bolt between body of wall, first inside and outside
Two side seams beat concrete special seal gum, then from top cement injection base grouting material, so that two neighboring prefabricated components is formed
Overall structure;Body of wall and base plate seam first play outer side seal glue, then from indoor cement injection base grouting material, finally beat indoor close
Sealing;The seam of body of wall and top board first plays both sides sealing glue, then cement injection base grouting from the reserved steel bar hole of top board
Material.
9. fully-prefabricated assembled structure according to claim 8 and its construction method, is characterized in that:Described component and component
Between reserved 10mm fit-up gap.
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