CN110191992A - Construction system - Google Patents
Construction system Download PDFInfo
- Publication number
- CN110191992A CN110191992A CN201780083969.1A CN201780083969A CN110191992A CN 110191992 A CN110191992 A CN 110191992A CN 201780083969 A CN201780083969 A CN 201780083969A CN 110191992 A CN110191992 A CN 110191992A
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- CN
- China
- Prior art keywords
- integral element
- horizontal base
- pillar
- integral
- construction system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
- E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
Abstract
A kind of building construction system, the system includes: at least two integral elements (3), its perpendicular for being suitable for being parallel to each other along at least two is arranged, to form the first layer of building, wherein each integral element (3) is the concrete prefabricated component of enhancing, the component is made up of :-horizontal base (5),-two pillars (4) being parallel to each other, it arranges that wherein horizontal base (5) is arranged in below two pillars (4) perpendicular to horizontal base (5).
Description
Invention field
The present invention relates to a kind of systems for by means of prefabricated elements construction building.
Background technique
In construction industry, precast concrete element commonly used in construction several types building, such as residential building,
School, hospital, office and hotel.
The shortcomings that background technique first is that being difficult to manipulate prefabricated elements.In fact, these elements are not sufficiently stable, and need
It is suitably fastened during construction and the step of transport to building site from its production scene.
In addition, adversely, the assembling of traditional prefabricated elements it is especially time-consuming and require it is high, before with cement mortar wet connection
Need expensive supporting (shore).
The assembling of such structure also needs the personnel of a large amount of highly-specialiseds.
So far, feel to need a kind of building construction system for allowing to overcome disadvantages mentioned above.
Summary of the invention
The present invention provides a kind of building construction system, which includes:
At least two integral elements (monolithic elements) are suitable for being parallel to each other along at least two
Perpendicular arrangement, to form the first layer of building,
Wherein each integral element is the concrete prefabricated component of enhancing, which is made up of:
Horizontal base (base),
- two pillars (pillars) being parallel to each other, the pillar perpendicular to horizontal base arrange,
Wherein horizontal base is arranged in below two pillars,
Which provide multiple first connection metal bars, the longitudinal axis for being parallel to each pillar is arranged in each pillar
It is interior, and each first connection metal bar has the upper end end segments outstanding from respective strut, the preferably end segments
It is only prominent from the upper end,
Which provide anchoring element, anchoring element is provided with through-hole, which is fastened to water at each pillar
The low portion of flat bed；
Wherein each anchoring element is configured to by the way that the second pitman to be inserted into the through-hole and by means of folder
Each anchoring element is clamped to corresponding second pitman and is secured to corresponding ground pedestal (foundation by tight device
Plinth the second pitman),
Thus each integral element is suitable for being secured to two ground pedestals.
According on one side, the present invention also provides a kind of for constructing building by means of construction system of the invention
Method, which provide the ground pedestal for being provided with the second pitman,
Method includes the following steps:
A) the ground pedestal is arranged in underground；
B) by the way that the second pitman to be inserted into the through-hole of anchoring element, and will be each by means of clamping device
Anchoring element is clamped to corresponding second pitman, to two ground pedestals are fixed to every in the integral element
It is a；
C) anti-shrink cement mortar is injected between ground pedestal and horizontal base.
Advantageously, the present invention provides inherent stable integral element.In fact, the lower surface of entire horizontal base is
Unique resting surface of each integral element.
Specifically, the construction system, which provides integral element, is specifically designed as having level below vertical support
Pedestal or beam, and be advantageously used in this way.This specific orientation of integral element and geometry from its
Production in factory and also transport and assembling steps during be maintained.
It should be noted that each integral element is especially heavy.Therefore, once being produced with this specific orientation --- its
Middle pedestal is completely below pillar --- this position can be held them in all subsequent steps without mentioning
It is very favorable for any supporting.
Advantageously, it will be understood by those skilled in the art that the connection between the integral element of two superpositions is pillar-beam
Type (pillar-beam).Particularly, two pillars of integral element are secured to the horizontal base of integral element above
Seat.
Advantageously, when needing upper construction on the sloped ground, integral element still can be produced with identical height
The pillar of degree provides the pedestal of appropriate height dimension only to compensate ground difference, and therefore guarantee the pedestal of integral element
Fully horizontal position.Therefore, integral element production process can optimize and standardize as much as possible.
Advantageously, integral element of the invention does not need the supporting for its assembling during installation steps.
Further, since the specific orientation of integral element, can also provide be inserted between pedestal and vertical support it is pre-
Wall processed.
Hydraulic tube and/or cable can be inserted into such wall.The wall can also include for pipe and/or cable
Pipeline.In this way, advantageously, integral element can produce in the factory, and first with other monoblock types on-site
Part assembles together.Production in factory allows lower production number and higher precision.
Brief description
According to construction system preferred but nonexcludability embodiment detailed description, further characteristic of the invention and
Advantage will be apparent.With reference to attached drawing, by explanation rather than provide description by restrictive mode, attached drawing also by
Illustrate rather than provided by restrictive mode, in which:
Fig. 1 shows the perspective view of a part of the building by the system according to the present invention construction；
Fig. 2 shows the perspective views of the details of Fig. 1；
Fig. 3 shows the perspective view of the component of construction system of the invention；
Fig. 4 shows the perspective view of the component of construction system of the invention；
Fig. 4 a shows the perspective view of the modification of the component of Fig. 4；
Fig. 5 shows the perspective view of the component of construction system of the invention；
Fig. 6 to Fig. 9 illustrates in perspective view the assembling sequence of some components of system of the invention, these components are part
Draw and be transparent；
Figure 10 to Figure 13 show from four not ipsilateral pro from component of the invention；
Figure 14 to Figure 17 shows from four not ipsilateral pro from component of the invention；
Figure 18 shows the cross section of some elements of system of the invention, these elements are observed from the front and part is
Transparent；
Figure 19 shows the cross section of the component of opaque Figure 18；
Figure 20 shows the front view of some elements of system of the invention, these elements are observed from the front and part is
Transparent；
Figure 21 shows the front view of the component of opaque Figure 20；
Figure 22 shows the perspective view of the component of system of the invention；
Figure 22 a shows the perspective view of the component of system of the invention；
Figure 23 shows the exemplary sectional view of the connection between integral element and ground component；
Figure 24 shows the perspective view and top view of ground component；
Figure 25 a to Figure 25 c show from three not ipsilateral pro from component of the invention；
Figure 26 a to Figure 26 d show from four not ipsilateral pro from component of the invention；
Figure 27 a to Figure 27 d show from four not ipsilateral pro from component of the invention；
Figure 28 to Figure 29 is shown respectively with the component of the invention of plan view and positive angle observation.
The same reference numbers in the drawings refer to same or similar element or components.
The detailed description of one preferred embodiment of invention
With reference to attached drawing, the embodiment of construction system according to the present invention is shown.In this embodiment, building
It is multilayer.
The construction system provides multiple integral elements 3.Each integral element 3 is substantially generally parallel to each other by two
Vertical support 4 and vertically and in the horizontal base of 4 arranged beneath of pillar or horizontal beam 5 form.Pillar 4 is arranged in level
On the same side or face of pedestal 5, the same side or face are the upper parts of horizontal base 5.Horizontal base 5 is fully located at pillar 4
Lower section.
The bottom surfaces or lower surface of horizontal base 5 are flat or generally flat, advantageously provide be supported on it is another
Supporting plane on the pillar 4 of one integral element provides supporting plane for the pillar of ground pedestal.Preferably, lower part table
Face does not have protrusion.Specifically, lower surface defines base plane, and does not have relative to such base plane and dash forward
It rises.Preferably, it includes value between 30cm and 60cm that the width of each horizontal base 5, which is equal to,.Each horizontal base
The width of seat 5 is less than its length.
It should be noted that construction system, which provides integral element 3, is specifically designed as having horizontal base below pillar 4
5, and be advantageously used in this way.
Integral element 3 is the concrete prefabricated component of enhancing.Particularly, two pillars 4 and water of each integral element 3
Flat bed 5 is the concrete prefabricated component of enhancing.Integral element 3 is in the production plant for being different from construction site or structure scene
Production.
Each horizontal base 5 has two sides 51 in the direction along its longitudinal axis.In general, provide wherein pillar with
The side of horizontal base separates the integral element and wherein at least one branch of (for example, from Figure 10 into Figure 13)
Column is located at a side of horizontal base and another pillar and another side separate (for example, from Figure 14 to Figure 17
In it is visible) integral element.Integral element 3 can also be provided, two of them pillar is located at two of horizontal base accordingly
At side (for example, from Figure 25 a to Figure 25 c).
The height having the same of pillar 4 of each integral element 3.However, additionally providing same integral element
Pillar has height different from each other.
According to the present invention, the perpendicular arrangement that integral element 3 can be parallel to each other along at least two, such as two
Or more integral element 3 be parallel at identical height and arrange each other.Particularly, in this case, monoblock type member
Part 3 arranges that the horizontal base 5 is longitudinally parallel to each other with horizontal base 5 together.
Integral element 3 also can be disposed such that its horizontal base is aligned longitudinally of one another at identical height.
Integral element 3 can also be at identical height perpendicular to arrangement (Fig. 1) each other.Particularly, it is built to construct
Object is built, some integral elements can also be provided, is arranged so that water of its horizontal base relative to other integral elements
Flat bed is vertically arranged in a longitudinal direction.Preferably, but not exclusively, the height of each integral element corresponds to building
The height of the layer of object.When two integral elements 3 are arranged to one on top of the other, under the height of each pillar 4 is equal to
The distance between horizontal base 5 and the horizontal beam 5 of top integral element of portion's integral element.
According to the present embodiment, each pillar 4 is preferably four along the cross section of the plane perpendicular to its longitudinal axis
Side shape.For the needs of Structure Calculation, the size of pillar can easily change (for example, pillar 40x50cm, 40x60cm
Deng).
Horizontal base 5 (at its every side and in upper part) is provided with support along all or part of its greater depth
Arm 21, the trailing arm relative to horizontal base 5 longitudinal axis orthogonal extend, with allow in the case where not interfering leg portion
It supports floor (from Figure 18 to Figure 20).The modification for the integral element being located at architecture enclosing is additionally provided, at an upper portion thereof
It is provided with single trailing arm 21 on the side of the partial inside towards building, and is provided with the prefabricated casting upwardly extended and keeps
Wall 24 (Figure 20).
Each horizontal base 5 is provided with reinforcing bar 23 (for example, visible in Fig. 3), reinforcing bar 23 is above horizontal base 5
It is prominent, to realize the connection with floor panels.
Preferably, the side 51 of horizontal base, which is shaped as, provides assembly area, such as, such as recess portion or protrusion, it is used for
The other elements (especially attachment beam) of constructions described below system.For example, the side 51 of horizontal base 5 is shaped as respectively
With recess portion 14.Preferably, when pillar 4 is located at side 51, which is not provided with recess portion.Therefore, some monoblock types
Element only has the end for being shaped to provide assembly area 51 or without the end 51 for being shaped to provide assembly area.It is recessed
Portion is opened wide above.
Preferably, one or more integral elements are provided and are provided with prefabricated wall (not shown), such as are arranged in two
Between a pillar and horizontal base.Such wall preferably includes hydraulic tube and/or cable.The wall can also include for managing
And/or the pipeline of cable.In this way, advantageously, the integral element including prefabricated wall can produce in the factory, and
It is assembled together with other integral elements on-site.
Regardless of the use of prefabricated wall, it is preferred that one or more in integral element have one or more
Multiple grooves, the groove are advantageously intended to accommodate the system element of building, such as hydraulic tube and/or cable.
For example, the upper end setting fluted 43 of one or more pillars 4.In addition, horizontal base can also be arranged
There are one or more grooves 53, which obtains in the bottom surfaces of horizontal base preferably at the pillar, such as below
It will be obtained between the recess 28 of description.Preferably, the groove 43 of pillar 4 is extended vertically relative to the groove 53 of horizontal base 5.
The horizontal base of the top integral element of the pillar 4 of lower part integral element and the lower part integral element that is added to
Connection between 5 is realized by means of anchoring element 8.For example, anchoring element is metal plate or boots (shoe) 8, it is therefore preferable to
" Halfen " type (from Fig. 6 to Fig. 9) is fastened to the low portion or bottom surfaces of horizontal base 5 at each pillar 4.Anchoring
Element is provided with through-hole, and metal bar 9 (suitably having screw thread) or anchor bolt are inserted into through-hole, from following integral element
Pillar 4 head 41 or upper end it is prominent.4 outstanding sections of slave pillar of metal bar 9 are indicated with reference number 9 '.It is at least golden
It is screwed for belonging to the section 9 ' of stick 9.Preferably, there are four sticks 9 for each setting of pillar 4.
Preferably, metal bar 9 extends at least half of the strut height, such as the height of opposite legs 4 in respective strut 4
About 3/4ths of degree, the preferably entire height of respective strut 4.
Clamping between anchoring element 8 and section 9 ' realized by means of clamping device 13, preferably by means of being bolted, example
Such as by means of nut, the connection of mechanical type is realized.Metal boot 8 is secured to the low portion of horizontal base 5, for example, metal
Boots 8 are inserted into the low portion of horizontal base 5.
In order to promote to connect with stick 9, the low portion of horizontal base 5 is provided with recess 28 at pillar 4.These recesses 28
The preferably sole exception of the even shape of the bottom surfaces of horizontal base 5.
According to an example, two recesses or four recesses 28 are arranged at each of two pillars place.Each 9 quilt of stick
It is arranged at a certain distance from the longitudinal axis from column 4, so as to the respective notches of the horizontal base 5 of integral element located above
At 28.In this way it is possible to easily operate clamping device 13 (such as nut) in the empty space provided by recess 28.
In general, as previously mentioned, each stick 9 passes through the corresponding aperture of metal boot 8.It the space of such sky can also be at least partly by metal boot
8 occupy.
After being bolted, one layer of anti-shrink and highly resistance of injection between the head of pillar 4 41 and horizontal base 5 are provided
The cement mortar of power (high-resistance), it is therefore preferable to " Exocem G1 " type.
The bigger safety and speed of the installation of in-situ precast element are ensured using such connection.In addition, it is also
The chance of reinforcing bar type and quantity needed for providing selection structure node (node) for architects.
Connection between horizontal base 5 and ground, the especially connection between ground pedestal 30 (Figure 23 and Figure 24)
It is to be realized by means of anchoring element 8 above-mentioned, anchoring element 8 is fastened to the lower part portion of horizontal base 5 at each pillar 4
Point.Metal boot 8 allows by means of clamping device, such as by means of being bolted the connection of mechanical type (realize), and subsequent
Cement mortar (preferably " the Exocem of one layer of anti-shrink and high drag is injected between the head and horizontal base 5 of ground 30
G1 " type) and connect with from the metal bar 39 outstanding of ground 30.Preferably, metal boot 8 is inserted into the lower part portion of horizontal base 5
In point.
In order to construct the first layer or ground floor of building, it is contemplated that excavated hole on the ground.Particularly, hole positioned and by
It excavates, to be axially located at the pillar 4 for each integral element 3 of first layer.For example, for each monoblock type member
Part excavates two manholes.Ground pedestal 30 is placed in each hole.Once pillar is positioned in corresponding ground pedestal 30
Place, then ground pedestal can cover (Figure 23 and Figure 24) with suitable building material.
The other advantage of construction system of the invention is easily to go up the possibility built on i.e. inclined-plane on the sloped ground
Property.In this case it is preferable to construct underground Gou Dong (dugout) Lai Shixian first layer.Particularly, one or morely
Base pedestal can have the pillar of proper height, to compensate ground inclination, to sufficiently construct not inclined building.Favorably
Ground, when needing upper construction on the sloped ground, integral element 3 still can be produced with mutually level pillar 4, so as to excellent
Change its production process.
System of the invention further includes multiple attachment beams 15 (Fig. 4), and attachment beam 15 is in integral element 3 and in identical height
Between next integral element at degree along identical perpendicular arrangement.Each attachment beam 15 is set at two side
It is equipped with the part (such as, such as recess portion or protrusion) for being shaped to provide assembly area.For example, each attachment beam 15 is in two side
Protrusion 16 is provided at end, which is suitable for especially being mounted to the recess portion 14 of integral element 3 by means of top insertion
In.It is such to connect the structural continuity for ensuring frame system.
Other than protrusion 16, attachment beam 15 is also set at every side of part along its entire biggish length at an upper portion thereof
It is equipped with trailing arm 22, is used to support floor.The modification 15 ' (Fig. 4 a) for the attachment beam being located at architecture enclosing is additionally provided,
It only is provided with trailing arm 22 on the side of the inside towards building in part at an upper portion thereof, and is provided with the casting upwardly extended
Part keeping wall, the casting keeping wall are arranged in above the upper part of the attachment beam 15 ' towards architecture enclosing, and there is casting to protect
Hold function.
Attachment beam 15,15 ' is made of enhancing concrete, and is provided with reinforcing bar 23 '.The present invention provides reinforcing bars 23 ' from even
It connects and is protruded above beam 15, to allow to connect with floor panels.
System of the invention further includes multiple floor panels (floor panel) 17, is preferably prestressing force tooth socket type
(prestressed alveolar type) is suitable for laterally connecting two integral elements 3 (Fig. 2).Floor panel 17 is also suitable
In laterally connecting two attachment beams 15,15 ', the two attachment beams 15,15 ' along two it is different be parallel to each other vertical put down
Face arrangement, and be arranged at identical height.
Each floor panel 17 has rectangular shape, and is provided with slit at every one end in two opposite ends
18.There are four slits 18 for each setting of floor panel 17.
In the first installation steps, floor panel 17 is simply supported by trailing arm 21 or 22, and subsequently, by means of connection
Reinforcing bar 23 and 23 ' and monolithic concrete casting combine (bind) to arrive beam 5 and attachment beam 15 and 15 ' (Figure 18, Figure 20).It is preferred that
Ground, building construction system include other prefabricated elements, such as, such as stair 60, the ramp provided in suitable stairwell
With platform (Figure 22 a), support panel, fixed device etc..
In addition, system of the invention includes transverse beam 29 (Figure 22), with each layer of periphery of laterally connecting building object
The integral element 3 of side.
According on one side, the present invention includes a kind of side for by means of construction system construction building of the invention
Method, which provide the ground pedestal 30 for being provided with the second pitman 39,
Method includes the following steps:
A) the ground pedestal 30 is arranged in underground；
B) by the way that the second pitman 39 to be inserted into the through-hole of anchoring element 8, and by means of clamping device 13
Each anchoring element 8 is clamped to corresponding second pitman 39, so that two ground pedestals 30 are fastened to the monoblock type
Each of element；
C) anti-shrink cement mortar is injected between ground pedestal 30 and horizontal base 5.
This method can further include following steps:
D) first by the way that the end segments 9 ' of the integral element of first layer to be inserted into the anchoring of the integral element of the second layer
In the respective through hole of part 8, the integral element of the second layer is arranged in the integral element of first layer；
E) each anchoring element 8 of the integral element of the second layer is clamped to the whole of first layer by means of clamping device 13
The corresponding end segments 9 ' of body formula element.
During constitution step, the layer including integral element 3, attachment beam 15 and floor panel 17 can be constructed, without
Need supporting.According to predetermined assembling scheme, in the first constitution step, integral element 3, attachment beam 15 and floor
Plate 17 is initially mechanically fastened to and is supported each other or simply.The connection of the mechanical type of integral element 3 is basis
What preceding method was realized, the pillar-horizontal base connection for the integral element being superimposed referring particularly to two and reference level
Pedestal-ground connection.The structure constructed is advantageously stable, even if being not carried out wet connection.
Then, in the junction of mechanical type, such as integral element 3, attachment beam 15 and floor panel can also be realized
Wet connection between 17 element.Wet connection is the connection made of mortar and/or cast concrete.Top integral element and
Wet connection between the integral element of lower part is realized by means of anti-shrink mortar (preferably " Exocem G1 " type), with the sand
The sky between space (including the space for example generated by recess 28) and pillar 4 and horizontal base 5 between slurry filling boots 8
Between.
With a kind of particularly advantageous way, once one layer of the connection for building has been completed, so that it may in execution
The mechanical package of the element of portion's layer greatly reduces the building construction time and at the same time realizing the wet connection of lower layer.
Wet connection between horizontal base 5, attachment beam 15 and floor panel 17 is in the ironware (connecting that is located by connecting
Iron) 26 when by means of cast concrete realize (Fig. 5).Such connecting element is U-shaped reinforcing bar 26 or fixture.Moulding stick 26
Preferably use in pairs；Each pair of forming stick 26 is for the floor panel 17 on the first side for being placed on integral element 3 and puts
It sets and constraint (Figure 18) is provided between another floor panel 17 in second side of integral element 3.In all edge integral type members
In the case where part 3, each pair of forming stick 26 is incorporated into reinforcing bar 23 or 23 ' and floor panel 17 (Figure 20).
The invention also includes the buildings comprising at least one module or elementary volume, volume element.
Each module only includes two parallel arranged integral elements 3.Particularly, two entirety of each module
Formula element 3 is arranged such that the longitudinal axis of respective horizontal pedestal 5 is parallel to each other, and preferably horizontal base 5 is arranged
At identical height.
In other words, the perpendicular cloth that two integral elements 3 of each module are parallel to each other accordingly along two
It sets.
Optionally, it provides and is arranged to two or more modules on top of the other.
In the first modification of multi-story structure, every layer includes at least one module, which is provided only with along two
Two integral elements 3 of the perpendicular arrangement being parallel to each other, the perpendicular are always identical for each layer of building
's.
In the second modification of multi-story structure, first layer includes at least one first module, which is only arranged
Have two integral elements 3 arranged along two the first perpendiculars being parallel to each other, and the second layer include at least one the
Two modules, second module are provided only with the second perpendicular being parallel to each other along two and put down vertically perpendicular to described first
Two integral elements 3 of face arrangement.
In other words, upper module has the monoblock type member vertically arranged relative to the integral element of lower module
Part.Upper module is arranged successively in above lower module.
Preferably, the every pillar (column) of building is only formed by single pillar 4.Pillar 4 is actually separated,
And it does not contact each other.
Claims (14)
1. a kind of building construction system, the system comprises:
At least two integral elements (3) are suitable for arranging along at least two perpendiculars being parallel to each other, described in being formed
The first layer of building,
Wherein each integral element (3) is the concrete prefabricated component of enhancing, and the concrete prefabricated component of enhancing includes:
Horizontal base (5),
- two pillars (4) being parallel to each other, perpendicular to the horizontal base (5) arrange,
It is characterized in that,
The horizontal base (5) is fully disposed in below described two pillars (4)；
Multiple first connections metal bar (9) are provided, the longitudinal axis for being parallel to each pillar (4) is arranged in each pillar
(4) in, and each first connection metal bar has the upper end end segments (9 ') outstanding from corresponding pillar (4)；
It provides anchoring element (8), the anchoring element (8) is provided with through-hole, and the anchoring element (8) is in each pillar (4)
Place is fastened to the low portion of the horizontal base (5)；
Each anchoring element (8) be configured to by by second pitman (39) be inserted into the through-hole and by means of
Each anchoring element (8) is clamped to corresponding second pitman (39) and is secured to corresponding ground base by clamping device (13)
The second pitman (39) of seat (30),
Thus each integral element (3) is suitable for being secured to two ground pedestals (30).
2. construction system according to claim 1, which provide other integral element (3), to build described in formation
The second layer of object being located immediately above the first layer is built,
Wherein the end segments (9 ') of the integral element of the first layer are adapted for insertion into the institute of the second layer
It states in the respective through hole of the anchoring element (8) of integral element, and is secured to described by means of clamping device (13)
The anchoring element (8) of two layers of the integral element.
3. construction system according to claim 1 or 2, wherein the horizontal base (5) of the integral element is every
It is provided with recess (28) at a pillar (4), corresponding anchoring element (8) is inserted at the recess (28), the recess
It (28) is preferably four.
4. construction system according to any one of the preceding claims, wherein there are four the first companies for each pillar (4) setting
Connect metal bar (9).
5. construction system according to any one of the preceding claims, wherein at least one integral element are provided with by institute
The prefabricated wall that horizontal base (5) and the pillar (4) define is stated, and preferably, wherein the prefabricated wall includes pipe and/or electricity
Cable.
6. construction system according to any one of the preceding claims, wherein the integral element at least one
In, the upper end of the pillar and/or the low portion of the horizontal base are provided at least one groove
(43,53), at least one described groove (43,53) are intended for accommodating pipe and/or cable.
7. construction system according to any one of the preceding claims, wherein providing multiple attachment beams (15,15 '), each
Attachment beam is adapted to two arranged at identical height along the same perpendicular at least two perpendicular
Integral element.
8. construction system according to claim 7, wherein each horizontal base (5) is provided at least one recess portion (14),
And there are two tip protrusion (16), each tip protrusion (16) is adapted to fit to accordingly for each attachment beam (15,15 ') setting
In the respective recess (14) of integral element.
9. construction system according to claim 8, wherein the horizontal base (5), which has, is included in two corresponding pillars
(4) first horizontal segment between and there is at least one second horizontal segment, second horizontal segment is from the first horizontal segment
Be longitudinally extended and relative to one protrusion in the pillar (4), second horizontal segment be provided with it is described at least one
Recess portion (14).
10. construction system according to any one of the preceding claims, which provide floor panel (17), the floors
The integral element that panel (17) is suitable for arrange at identical height along at least two perpendicular is laterally
It links together.
11. construction system according to any one of the preceding claims, which provide at least one module, the module
It only include being parallel to two integral elements (3) arranged each other.
12. a kind of for being constructed the side of building by means of construction system according to any one of the preceding claims
Method, which provide the ground pedestal (30) for being provided with the second pitman (39),
It the described method comprises the following steps:
A) the ground pedestal (30) is arranged in underground；
B) by the way that second pitman (39) to be inserted into the through-hole of the anchoring element (8), and by means of folder
Each anchoring element (8) is clamped to corresponding second pitman (39) by tight device (13), thus by two ground pedestals (30)
Fixed to each of described integral element；
C) anti-shrink cement mortar is injected between the ground pedestal (30) and the horizontal base (5).
13. according to the method for claim 12, further comprising the steps of:
D) by the way that the end segments (9 ') of the integral element of the first layer are inserted into the described of the second layer
In the respective through hole of the anchoring element (8) of integral element, the integral element of the second layer is arranged in institute
It states in the integral element of first layer；
E) each anchoring element (8) of the integral element of the second layer is clamped to institute by means of clamping device (13)
State the corresponding end segments (9 ') of the integral element of first layer.
14. one kind can be described by means of the building of construction system building according to any one of claim 1 to 11
Building includes at least one module, and the module only includes being parallel to two integral elements (3) arranged each other, wherein often
A integral element (3) is the concrete prefabricated component of enhancing, and the concrete prefabricated component of enhancing is by horizontal base (5) and two
Pillar (4) composition, described two pillars (4) are parallel to each other and arrange perpendicular to the horizontal base (5),
Wherein the horizontal base (5) is fully disposed in below described two pillars (4).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IT102016000119619A IT201600119619A1 (en) | 2016-11-25 | 2016-11-25 | CONSTRUCTION SYSTEM |
| IT102016000119619 | 2016-11-25 | ||
| PCT/IB2017/057417 WO2018096509A1 (en) | 2016-11-25 | 2017-11-27 | Construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110191992A true CN110191992A (en) | 2019-08-30 |
Family
ID=58401975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201780083969.1A Pending CN110191992A (en) | 2016-11-25 | 2017-11-27 | Construction system |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP3545145A1 (en) |
| CN (1) | CN110191992A (en) |
| IT (1) | IT201600119619A1 (en) |
| WO (1) | WO2018096509A1 (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB756737A (en) * | 1953-05-01 | 1956-09-05 | Holland & Hannen And Cubitts L | Improvements relating to structural frameworks for buildings and the like |
| CN203174770U (en) * | 2013-04-19 | 2013-09-04 | 深圳海龙建筑制品有限公司 | Connection structure of prefabricated column and construction site base and building |
| CN104594671A (en) * | 2015-01-29 | 2015-05-06 | 中国电力工程顾问集团西南电力设计院有限公司 | Fully-assembled main control building for 500kV transformer substation in high-altitude and high-intensity seismic region |
| WO2016051387A1 (en) * | 2014-10-02 | 2016-04-07 | Gruppo Piccini S.P.A. | Building system for a multi-story building and method |
| CN106013954A (en) * | 2016-07-07 | 2016-10-12 | 中建海峡建设发展有限公司 | Construction method for combined enclosure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB452520A (en) * | 1935-03-25 | 1936-08-25 | Concrete Piling Ltd | An improved method of jointing or connecting together pre-cast reinforced concrete units |
| JPH0544257A (en) * | 1991-08-13 | 1993-02-23 | Fujita Corp | Setting method for precast concrete column |
| JPH08113981A (en) * | 1994-10-14 | 1996-05-07 | Kumagai Gumi Co Ltd | Method for constructing concrete structure |
-
2016
- 2016-11-25 IT IT102016000119619A patent/IT201600119619A1/en unknown
-
2017
- 2017-11-27 CN CN201780083969.1A patent/CN110191992A/en active Pending
- 2017-11-27 WO PCT/IB2017/057417 patent/WO2018096509A1/en unknown
- 2017-11-27 EP EP17822451.5A patent/EP3545145A1/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB756737A (en) * | 1953-05-01 | 1956-09-05 | Holland & Hannen And Cubitts L | Improvements relating to structural frameworks for buildings and the like |
| CN203174770U (en) * | 2013-04-19 | 2013-09-04 | 深圳海龙建筑制品有限公司 | Connection structure of prefabricated column and construction site base and building |
| WO2016051387A1 (en) * | 2014-10-02 | 2016-04-07 | Gruppo Piccini S.P.A. | Building system for a multi-story building and method |
| CN104594671A (en) * | 2015-01-29 | 2015-05-06 | 中国电力工程顾问集团西南电力设计院有限公司 | Fully-assembled main control building for 500kV transformer substation in high-altitude and high-intensity seismic region |
| CN106013954A (en) * | 2016-07-07 | 2016-10-12 | 中建海峡建设发展有限公司 | Construction method for combined enclosure |
Also Published As
| Publication number | Publication date |
|---|---|
| EP3545145A1 (en) | 2019-10-02 |
| WO2018096509A1 (en) | 2018-05-31 |
| IT201600119619A1 (en) | 2018-05-25 |
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