CN108049542B - The super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area - Google Patents
The super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area Download PDFInfo
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- CN108049542B CN108049542B CN201711237167.XA CN201711237167A CN108049542B CN 108049542 B CN108049542 B CN 108049542B CN 201711237167 A CN201711237167 A CN 201711237167A CN 108049542 B CN108049542 B CN 108049542B
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- 229910000831 Steel Inorganic materials 0.000 claims description 108
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- 229920003023 plastic Polymers 0.000 claims description 62
- 238000009413 insulation Methods 0.000 claims description 16
- 238000004513 sizing Methods 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 13
- 125000006850 spacer group Chemical group 0.000 claims description 13
- 229920001617 Vinyon Polymers 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 10
- 239000004698 Polyethylene Substances 0.000 claims description 8
- 239000004793 Polystyrene Substances 0.000 claims description 8
- 229920000573 polyethylene Polymers 0.000 claims description 8
- 239000003351 stiffener Substances 0.000 claims description 8
- 229920002223 polystyrene Polymers 0.000 claims description 7
- 238000009423 ventilation Methods 0.000 claims description 7
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- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000005571 horizontal transmission Effects 0.000 claims description 3
- 229910003460 diamond Inorganic materials 0.000 claims description 2
- 239000010432 diamond Substances 0.000 claims description 2
- 238000004321 preservation Methods 0.000 abstract description 10
- 238000005336 cracking Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 8
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- 230000002528 anti-freeze Effects 0.000 description 1
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Classifications
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- 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
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B2005/173—Floor structures partly formed in situ with permanent forms for the floor edges
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
The invention discloses a kind of super flat anticracking wear-resisting load bearing heat preserving cold chain library level grounds of large area, including load bearing heat preserving base, facing concrete structure and the wearing layer set gradually from bottom to up, the stereotyped structure and alter-pouring strips mould plate of built-in fitting, the stereotyped structure that armor stitches, the stereotyped structure of wall side column foot contracting seam, rim of a cup base for post and floor construction seam are equipped in the facing concrete structure.The present invention utilizes the stereotyped structure of armor seam, the stereotyped structure of wall side column foot contracting seam, rim of a cup base for post and stereotyped structure, post-cast strip adjustable flexible template, height-adjustable built-in fitting and its grade level control shaft net of floor construction seam and the flatness and cracking phenomena of load bearing heat preserving base control large area terrace, the super sane level terrace standard in U.S. ASTME1155 terrace standard can be reached, can satisfy cold chain library foundation bearing capacity, flatness, heat preservation and one-time formed requirement.
Description
Technical field
The present invention relates to a kind of large area terrace, especially a kind of super flat anticracking wear-resisting load bearing heat preserving cold chain library of large area
Level ground.
Background technique
With booming, the raising of living standard of urban and rural population level and the people's consumption of Electronic Commerce in China and material flow industry
The change of habit increasingly warms up by the Cold Chain Logistics of representative of aquatic products, livestock products, fruits and vegetables and flowers, health care product and drug, right
It is also higher and higher in different cargo storage condition requirements, it is capable of providing a comprehensive perfect freezer logistics storage dispensing and solves
Scheme also becomes many well-known logistic storage enterprises urgent problem to be solved, therefore freezer storage is a weight of modern logistics
Component part is wanted, is played a crucial role in logistics system.In order to meet different demands, the logistics warehouse of different function
Also it comes into being.Such as certain 1.5 ten thousand square meter of cold chain library terrace area, except superelevation (highly up to 20 meters) overlength is put, (length is up to 60
Rice) outside rail mounted movable goods shelf, many high automated machine equipment of precision, also base load weight, terrace flatness and water over the ground
Pingdu proposes high requirement, the super sane level terrace standard being all made of in U.S. ASTME1155 terrace standard；Quality standard pole
It is stringent；In addition to meeting above-mentioned requirements, structure is complicated and also to have both heat insulation function for this terrace.Since freezer is that low temperature is built
Build, if not performing antifreeze processing to terrace, underground will be caused to freeze, thus make cold storage floor or superstructure by
It destroys, and terrace heat preservation is critical process therein.It is limited by factors, terrace also requires one-pass molding, therefore above-mentioned
Cold chain library terrace will not only meet the requirement and multi-functional changeable memory space requirement of flatness, also meet foundation bearing
Power keeps the temperature, prevents many requirements such as cracking and one-pass molding, and difficulty of construction is very big, and the requirement for quality is very high, and such cold
Chain library terrace is actually rare, can also refer to without complete construction.
Summary of the invention
The present invention is to solve technical problem present in well-known technique and provide a kind of super flat wear-resisting load-bearing of anticracking of large area
Cold chain library level ground is kept the temperature, which can reach the super sane level terrace standard in U.S. ASTME1155 terrace standard, and can also expire
Sufficient terrace prevents many requirements such as cracking, bearing capacity, heat preservation and one-pass molding.
The technical scheme adopted by the present invention to solve the technical problems existing in the known art is that a kind of large area is super flat
Anticracking wear-resisting load bearing heat preserving cold chain library level ground, including set gradually from bottom to up load bearing heat preserving base, facing concrete structure and
Wearing layer is equipped with the formed-knot of built-in fitting, the stereotyped structure that armor stitches, wall side column foot contracting seam in the facing concrete structure
The stereotyped structure and alter-pouring strips mould plate of structure, rim of a cup base for post and floor construction seam, the built-in fitting is equipped with horizontal embedded board, described
The lower section of horizontal embedded board is equipped with the height-adjustable supporting leg affixed with it, and the supporting leg is supported on the load bearing heat preserving base
On；The stereotyped structure of the armor seam is fixed in the load bearing heat preserving base, including two pieces of steels being vertically arranged face-to-face
Armor stitches plate, and two blocks of steel armor seam plates are connected using plastic bolt, is formed between two blocks of steel armor seam plates
There is crack, be filled with elastic dunnage in the lower part of the crack, gap-filling glue encapsulating body is equipped on the top of the crack, every
The upper rear portion of the seam plate of steel armor described in block is connected with perpendicular horizontal transmission rod, in two pieces of steel armor seams
Perpendicular horizontal force transmitting board is coated in the middle part of plate, one end of the horizontal force transmitting board is equipped with plastics sleeve-board, in every piece of institute
The back side for stating steel armor seam plate is equipped with fixed bracket；The stereotyped structure of the wall side column foot contracting seam is fixed on the load-bearing and protects
In warm base, including the multiple high strength plastics templates I being arranged in around wall side column foot, all high strength plastics templates I and wall
Body library plate surrounds the straight triangular prism structure that a section is right angled isosceles triangle, and all high strength plastics templates I surround described
Straight triangular prism structure corresponds to the side of its two isosceles right-angle side of section, the top mark height and terrace finished surface of the straight triangular prism structure
Absolute altitude is consistent, the cross central line in the right angle angular bisector of straight triangular prism structural section section corresponding with wall side column foot or vertical
It is overlapped to center line, is equipped with steel bracket I close to the side of wall side column foot in the high strength plastics template I, the steel bracket I is fixed
In load bearing heat preserving base, two pieces of adjacent high strength plastics templates I positioned at straight triangular prism structure right angle portion are used
Steel gusset I of being formed connects；The stereotyped structure of the rim of a cup base for post and floor construction seam is fixed in the load bearing heat preserving base, is wrapped
The multiple high strength plastics templates II being arranged in around rim of a cup base for post are included, it is water chestnut that all high strength plastics templates II, which surround a section,
The top mark height of the straight tetragonous rod structure of shape, the straight tetragonous rod structure is consistent with terrace finished surface absolute altitude, the straight quadrangular knot
The cross central line and longitudinal centre line in the diagonal line in structure section section corresponding with rim of a cup base for post are overlapped, in the high strength plastics mould
Plate II is equipped with steel bracket II close to the side of rim of a cup base for post, and the steel bracket II is fixed in load bearing heat preserving base, is located at described
Two pieces of adjacent high strength plastics templates II of straight quadrangular structural corner are connected using sizing steel gusset II；The post-cast strip
Template is fixed in the load bearing heat preserving base, and using adjustable flexible template, the top of the adjustable flexible template is used
The adjustable rigid plate in upper and lower position, the rigid plate, which leans against, first pours structure and horizontally disposed, the top mark of the rigid plate
High concordant with the absolute altitude of terrace finished surface, the back side of the rigid plate is connect with steel wire, and the steel wire is fixed on terrace
On distributing bar, the bottom end of the steel wire hangs on the bottom surface of post-cast strip, and the top of the steel wire is rigid not higher than described
Property plate top mark it is high, in the side that the steel wire is located at post-cast strip equipped with reinforcement structure, pouring the coagulation for first pouring structure
Moisture film, which is formed, when native, in the mesh of the steel wire constitutes integral mold plate.
The load bearing heat preserving base includes the rammed earth layer set gradually from bottom to up, thick middle sand bedding course, concrete mats
Layer, cement mortar screeding layer I, vinyon trapping waterproof layer I, XPS polystyrene thermal insulation plate, vinyon trapping waterproof
Layer II, cement mortar screeding layer II.
Ventilation bellows is embedded in the thick middle sand bedding course.
The rigid plate is formed using angle steel, and the vertical edge of the angle steel leans against and first pours structure, the angle steel
Horizontal sides are locked using upper and lower two nuts at the top of spacer bar, and the spacer bar is vertically fixed on existing structure
On.
The reinforcement structure is that the stiffener being arranged in rows in by more is formed, and the stiffener is vertically fixed on
On existing structure, the top of the stiffener is located at the lower section of the angle steel.
The elasticity dunnage is foamed polyethylene plate.
The supporting leg is equipped with adjustable dowel, and the sleeve being threadedly coupled with it is equipped on the adjustable dowel.
The adjustable dowel and the horizontal embedded board weld, and the sleeve connection is in the lower end of the adjustable dowel.
Handle is equipped in the side of the sleeve.
The fixation dowel affixed with it is additionally provided with below the horizontal embedded board.
The advantages and positive effects of the present invention are: utilizing the sizing of the stereotyped structure of armor seam, wall side column foot contracting seam
Structure, rim of a cup base for post and floor construction seam stereotyped structure, post-cast strip adjustable flexible template, height-adjustable built-in fitting and its
The flatness and cracking phenomena of grade level control shaft net and load bearing heat preserving base control large area terrace, can reach the U.S.
Super sane level terrace standard in ASTME1155 terrace standard, can satisfy cold chain library foundation bearing capacity, flatness, heat preservation and one
Secondary molding requirement.
Detailed description of the invention
Fig. 1 is construction process figure of the invention；
Fig. 2 is elevation of the invention；
Fig. 3 is plan view of the invention；
Fig. 4-1 is the fixing means application elevation of built-in fitting in the present invention；
Fig. 4-2 is the structural schematic diagram of the first built-in fitting employed in the present invention；
Fig. 4-3 is the main view of Fig. 4-2；
Fig. 4-4 is the structural schematic diagram of second of built-in fitting employed in the present invention；
Fig. 4-5 is the main view of Fig. 4-4；
Fig. 4-6 is the structural schematic diagram of the third built-in fitting employed in the present invention；
Fig. 4-7 is the main view of Fig. 4-6；
Fig. 5-1 is the stereotyped structure plan view of armor seam in the present invention；
Fig. 5-2 is the 1-1 cross-sectional view of Fig. 5-1；
Fig. 6-1 is the stereotyped structure plan view of wall side column foot contracting seam in the present invention；
Fig. 6-2 is the stereotyped structure plan view of rim of a cup base for post and floor construction seam in the present invention；
Fig. 6-3 is high strength plastics template and its structural schematic diagram of steel bracket connection in the present invention；
Fig. 6-4 is two pieces of adjacent high strength plastics templates the showing using sizing steel gusset connection for being located at corner in the present invention
It is intended to.
Fig. 7 is the elevation of alter-pouring strips mould plate in the present invention.
Specific embodiment
In order to further understand the content, features and effects of the present invention, the following examples are hereby given, and cooperate attached drawing
Detailed description are as follows:
Attached drawing, a kind of super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area are please referred to, including is successively set from bottom to up
Load bearing heat preserving base 6, facing concrete structure 7 and the wearing layer 8 set are equipped with built-in fitting in the facing concrete structure 7
The sizing of stereotyped structure 1-2, rim of a cup base for post and floor construction seam that 2-1, the stereotyped structure 1-1 of armor seam, the contracting of wall side column foot are stitched
Structure 1-3 and alter-pouring strips mould plate.
The built-in fitting 2-1 be equipped with horizontal embedded board 2-1-3, the lower section of the horizontal embedded board 2-1-3 be equipped with and its
Affixed height-adjustable supporting leg.In the present embodiment, built-in fitting 2-1 uses three kinds of knots because being limited by construction space
The first structure: structure is respectively provided with a supporting leg in the four corners of the horizontal embedded board 2-1-3, the supporting leg is equipped with can
Dowel 2-1-2 is adjusted, the sleeve 2-1-1, the adjustable dowel 2-1- being threadedly coupled with it are equipped on the adjustable dowel 2-1-2
2 weld with the horizontal embedded board 2-1-3, and the sleeve 2-1-1 is connected to the lower end of the adjustable dowel 2-1-2；In order to
It is conveniently adjusted, is equipped with handle 2-1-5 in the side of the sleeve 2-1-1；In order to increase anchor force, in the horizontal embedded board 2-
The fixation dowel 2-1-4 affixed with it is additionally provided with below 1-3.This structure is suitable for the more abundant situation of installation space.The
Two kinds of structures: it is respectively provided with a supporting leg in the two sides of the horizontal embedded board 2-1-3, the supporting leg is equipped with adjustable dowel 2-1-
2, the sleeve 2-1-1, the adjustable dowel 2-1-2 and the water being threadedly coupled with it are equipped on the adjustable dowel 2-1-2
Flat embedded board 2-1-3 welding, the sleeve 2-1-1 are connected to the lower end of the adjustable dowel 2-1-2；For the ease of adjusting,
It is equipped with handle 2-1-5 in the side of the sleeve 2-1-1, this structure is suitable for the situation that installation space is limited.The third knot
Structure: it is respectively provided with a supporting leg in the two sides of the horizontal embedded board 2-1-3, the supporting leg is equipped with adjustable dowel 2-1-2, in institute
It states adjustable dowel 2-1-2 and is equipped with the sleeve 2-1-1, the sleeve 2-1-1 and the horizontal embedded board 2- being threadedly coupled with it
1-3 welding, the upper end of the adjustable dowel 2-1-2 are connect with the sleeve 2-1-1, and this structure is suitable for installation space very
Limited situation.
The stereotyped structure 1-1 of the armor seam is fixed in the load bearing heat preserving base 6, including what is be vertically arranged face-to-face
Two pieces of steel armors stitch plate 1-1-1, and two pieces of steel armor seam plate 1-1-1 use plastic bolt 1-1-5 connection, in two pieces of institutes
It states and is formed with crack between steel armor seam plate 1-1-1, elastic dunnage 1-1-8 is filled in the lower part of the crack, in institute
The top for stating crack is equipped with gap-filling glue encapsulating body 1-1-2, affixed in the upper rear portion of every piece of steel armor seam plate 1-1-1
There is perpendicular horizontal transmission rod 1-1-3, is coated in the middle part of two pieces of steel armor seam plate 1-1-1 perpendicular
One end of horizontal force transmitting board 1-1-9, the horizontal force transmitting board 1-1-9 are equipped with plastics sleeve-board 1-1-6, in every piece of steel armor
The back side of seam plate 1-1-1 is equipped with fixed bracket 1-1-4.More specifically, the elasticity dunnage 1-1-8 is foamed polyethylene
Plate.
The stereotyped structure 1-2 of the wall side column foot contracting seam is fixed in the load bearing heat preserving base 6, including is arranged on wall side
Multiple I 1-2-1 of high strength plastics template around suspension column 5, all I 1-2-1 of high strength plastics template and wall library plate 11 surround
One section is the straight triangular prism structure of right angled isosceles triangle, and all I 1-2-1 of high strength plastics template surround the straight trigone
Rod structure corresponds to the side of its two isosceles right-angle side of section, the top mark height and terrace finished surface absolute altitude one of the straight triangular prism structure
It causes, in the cross central line in the right angle angular bisector of straight triangular prism structural section section corresponding with wall side column foot 5 or longitudinal direction
Heart line is overlapped, and is equipped with I 1-2-2 of steel bracket, the steel close to the side of wall side column foot 5 in I 1-2-1 of high strength plastics template
I 1-2-2 of bracket is fixed in load bearing heat preserving base 6, two pieces of adjacent height positioned at straight triangular prism structure right angle portion
Strong I 1-2-1 of plastic formwork is using sizing I 1-2-3 connection of steel gusset.
The stereotyped structure 1-3 of the rim of a cup base for post and floor construction seam is fixed in the load bearing heat preserving base 6, including is set
Multiple II 1-3-1 of high strength plastics template around rim of a cup base for post 4 are set, all II 1-3-1 of high strength plastics template surround one
Section is the straight tetragonous rod structure of diamond shape, and the top mark height of the straight tetragonous rod structure is consistent with terrace finished surface absolute altitude, described straight
The cross central line and longitudinal centre line in the diagonal line of quadrangular structural section section corresponding with rim of a cup base for post 4 are overlapped, described
II 1-3-1 of high strength plastics template is equipped with II 1-3-2 of steel bracket close to the side of rim of a cup base for post 4, and II 1-3-2 of steel bracket is solid
It is scheduled in load bearing heat preserving base 6, positioned at two pieces of adjacent II 1- of high strength plastics template of the straight quadrangular structural corner
3-1 is using sizing II 1-3-3 connection of steel gusset.
The alter-pouring strips mould plate is fixed in the load bearing heat preserving base 6, described adjustable using adjustable flexible template
The adjustable rigid plate in upper and lower position is used at the top of Flexible formwork assembly, the rigid plate, which leans against, first pours structure and horizontally disposed, institute
The top mark height for stating rigid plate is concordant with the absolute altitude of terrace finished surface, and the back side of the rigid plate is connect with steel wire 3-4, institute
It states steel wire 3-4 to be fixed on terrace distributing bar 9, the bottom end of the steel wire 3-4 hangs on the bottom surface of post-cast strip, described
The top of steel wire 3-4 is high not higher than the top mark of the rigid plate, is equipped in the side that the steel wire 3-4 is located at post-cast strip
Reinforcement structure forms moisture film when pouring the concrete for first pouring structure, in the mesh of the steel wire 3-4 and constitutes integral mold plate.
In the present embodiment, the rigid plate is formed using angle steel 3-1, and the vertical edge of the angle steel 3-1 leans against
First pour structure, the horizontal sides of the angle steel 3-1 are locked using upper and lower two nut 3-3 at the top of spacer bar 3-2, described fixed
Position reinforcing bar 3-2 is vertically fixed on existing structure, and in the present embodiment, the lower end of spacer bar 3-2 is fixed on load bearing heat preserving
In base 6, two sides are equipped with spacer bar (not shown), and spacer bar is fixed on existing structure.This structure construction letter
It is single, it is easy to accomplish at the scene.Similarly, the reinforcement structure is that the stiffener 3-5 being arranged in rows in by more is formed, described to add
Strong reinforcing bar 3-5 is vertically fixed on existing structure, and the top of the stiffener 3-5 is located at the lower section of the angle steel 3-1.
In the present embodiment, the load bearing heat preserving base 6 include the rammed earth layer 6-1 set gradually from bottom to up, it is thick
Middle sand bedding course 6-2, concrete cushion 6-3, I 6-4 of cement mortar screeding layer, vinyon trapping waterproof layer I 6-5, XPS are poly-
Styrene insulation board 6-6, II 6-7 of vinyon trapping waterproof layer, II 6-8 of cement mortar screeding layer.In the thick middle sand pad
Ventilation bellows 10 is embedded in layer 6-2, in order to implement force ventilation, force ventilation can be effectively prevented from base's soil jelly
Terrace caused by knot freezes to destroy.
The construction method of above-mentioned terrace are as follows:
1) construction of load bearing heat preserving base 6 is completed.
2) unwrapping wire positions in load bearing heat preserving base 6, determines the plan-position of built-in fitting 2-1, construction joint and post-cast strip 3,
Binding terrace distributing bar and the setting for completing the fixation of built-in fitting 2-1 and the sizing of construction joint and alter-pouring strips mould plate, in which:
Construction joint includes that armor seam, wall side column foot contracting seam and rim of a cup base for post and floor construction stitch.
Since built-in fitting 2-1 is placed in load bearing heat preserving base 6, the flatness and absolute altitude of base are uncontrollable, so using
Height-adjustable built-in fitting please refers to Fig. 4-2 and Fig. 4-3 based on the built-in fitting of the first structure of use.The position of limited space
It sets, uses the built-in fitting as shown in Fig. 4-4 and Fig. 4-5 or Fig. 4-6 and Fig. 4-7 depending on concrete condition.
The fixing means of built-in fitting 2-1 are as follows: grade level control shaft net is set in the top of all built-in fitting 2-1 first,
The grade level control shaft net covers all built-in fitting 2-1, using grade level control shaft net as all built-in fitting 2-1
Positioning datum, determine position, levelness and the absolute altitude of all built-in fitting 2-1, then complete the fixation of all built-in fitting 2-1.
In the present embodiment, the grade level control shaft net is arranged at the absolute altitude of terrace finished surface, is by more root diameters
It stacks together to steel wire 2-2 and Duo Gen broadwise steel wire 2-3, the more steel radial 2-2 are along the longitudinal design of built-in fitting
Heart line arranges that the more broadwise steel wire 2-3 are arranged along the longitudinal design center line of built-in fitting, the steel radial 2-2 and institute
It states the both ends broadwise steel wire 2-3 and is equipped with support member and tensioning component.
More specifically, the support member includes the spacer bar 2-4 being vertically arranged and location nut 2-6, the positioning
Nut 2-6 is connected on the spacer bar 2-4, and the steel radial 2-2 or described is supported by the location nut 2-6
Broadwise steel wire 2-3, location nut 2-6 play the high effect of determining absolute altitude, control shaft network mark.The lower end of the spacer bar 2-4
It is fixed in load bearing heat preserving base 6 across limit sleeve 2-5, the limit sleeve 2-5 is welded on terrace distributing bar 9.Pass through branch
The mode that support reinforcing bar 2-4 takes root is precisely controlled absolute altitude, using the horizontal displacement of limit sleeve limitation spacer bar, can make to mark
High-level control shaft net, which is not generated vertical axial displacement because of load by terrace distributing bar 9, to be influenced, and is greatly reduced using water
The number of quasi- instrument improves construction quality.
The tensioning component is that flower basket bolt a 2-7, the steel radial 2-2 and the both ends broadwise steel wire 2-3 are adopted
It is connect with a flower basket bolt 2-7 with existing structure, structure is simple, facilitates construction.
The lower surface absolute altitude of the grade level control shaft net is equal with the absolute altitude of terrace finished surface, is easy to use.
When construction, then opened according to the fixed spacer bar 2-4 of design position according to designed elevation stationary positioned nut 2-6
The steel radial 2-2 and the broadwise steel wire 2-3 are drawn, after to be tensioned, both ends use flower basket bolt 2-7 fixation,
Form grade level control shaft net.After grade level control shaft net is set, the steel radial 2-2 and the broadwise are checked
The absolute altitude of steel wire 2-3 after qualified, starts to install built-in fitting 2-1, using the bottom absolute altitude of grade level control shaft net as absolute altitude benchmark
The top mark for adjusting each built-in fitting 2-1 is high, the axis network control built-in fitting 2-1 formed using steel radial 2-2 and broadwise steel wire 2-3
Level and position.After the completion of the position of all built-in fittings, levelness and absolute altitude are adjusted, the upper surface of built-in fitting 2-1 is pasted
On the lower surface of steel radial 2-2 and broadwise steel wire 2-3, the longitudinal centre line of built-in fitting with 2-2 pairs of corresponding steel radial
Together, cross central line is aligned with corresponding broadwise steel wire 2-3, central point-longitudinal centre line of built-in fitting and cross central line
Intersection point is aligned with the intersection point of corresponding steel radial 2-2 and corresponding broadwise steel wire 2-3, at this point, built-in fitting 2-1 can be completed
Secure.
Above-mentioned built-in fitting 2-1 uses height adjustable structure, all pre-buried using the covering of grade level control shaft net when fixed
Part 2-1 can integrally control position, levelness and the absolute altitude of all built-in fittings, can be by the position of all built-in fittings, level
Degree and absolute altitude Primary regulation in place, reduce the access times of level, reduce labor intensity, accelerate construction progress, and reduce error,
Construction quality is improved, guarantees the flatness of structures.
The stereotyped structure 1-1 of above-mentioned armor seam completes components connection in a pre-installation.When construction, in load bearing heat preserving base 6
On, the design position stitched using theodolite or total station according to armor is determining and marks the position of the stereotyped structure 1-1 of armor seam
It sets；Then the armor seam stereotyped structure component after connection is placed on the position of label；It is complete according to datum mark and terrace
The stereotyped structure 1-1 top mark height that armor stitches is adjusted at face absolute altitude, until when consistent with terrace finished surface absolute altitude, by armor
Seam stereotyped structure component is fixed on base anchor bar 1-1-7, and base anchor bar 1-1-7 is fixed on load bearing heat preserving base 6
On.Before pouring facing concrete structure 7, sticking plaster should be filled in the crack internal plug for the stereotyped structure 1-1 that armor stitches, to prevent
Concrete enters blocking crack.During pouring terrace facing concrete, the formed-knot that concrete stitches armor should be avoided
Structure generates excessive side impacting force.If there is external force to influence the stereotyped structure for stitching armor deformation, reset should be adjusted in time, if broken
It is bad serious, it should replace in time.After terrace facing concrete pours completion and intensity reaches setting value, the plastics in crack are removed
Stick sticks color separation paper in the stereotyped structure two sides of armor seam, inserts elastic dunnage 1-1-8, such as foamed polyethylene plate etc.,
The filling depth of elastic dunnage 1-1-8 is the deep half of seam, and gap-filling glue is then squeezed into seam and guarantees that its is closely knit, tears off and divides
Coloured paper so far has been completed the installation of the stereotyped structure 1-1 of armor seam.
The stereotyped structure 1-1 of above-mentioned armor seam installs horizontal power transmission by using in the middle part of two blocks of steel armor seam plates
Plate makes the adjacent common stress of concrete block, the concrete structure local pressure of terrace can be prevented larger, cause terrace coagulation
Native differential settlement, while by stitching the structure that upper level transmission rod is arranged in back in steel armor, it can effectively control
The flatness of large area terrace enhances the anchor force of concrete；By using plastic bolt connect two pieces of steel armors seam plates with
And the structure of elastic dunnage and gap-filling glue is loaded in crack, flexible connection is formed, the deformation of releasable parting seam two sides is answered
Power effectively avoids terrace from generating crack because of the difference of temperature, at the same can effectively block different temperature control reservoir areas and channel it
Between cold-heat bridge phenomenon generation；Components connection is completed before installation at the scene, when in-site installation, adjusts fixed, positioning after absolute altitude
Accurately, convenient for construction；Without removing, crevice place is handled without trimming, and easy construction can reduce work hours, shorten the construction period；Pass through
Parting seam is formed using the two pieces of steel armors seam plate being vertically arranged face-to-face, parting seam Forming Quality is good, can be avoided a point storehouse
There is uneven, not straight phenomenon in seam.In conclusion the stereotyped structure 1-1 of above-mentioned armor seam effectively can avoid construction joint from occurring
Uneven, not straight phenomenon effectively controls the flatness of large area terrace, and easy for construction, can shorten the construction period.
The stereotyped structure 1-2 of above-mentioned wall side column foot contracting seam in a pre-installation, completes I 1-2-1 of high strength plastics template and steel bracket I
The connection of 1-2-2.When construction, in load bearing heat preserving base 6, determined using theodolite or total station according to the design position of contracting seam
And mark the position of I 1-2-1 of high strength plastics template；Then I 1-2-1 of high strength plastics template is placed on the position of label,
The top mark height of I 1-2-1 of high strength plastics template is adjusted according to datum mark and terrace finished surface absolute altitude, until high-strength modeling
When expecting that the top mark height of I 1-2-1 of template is consistent with terrace finished surface absolute altitude, I 1-2-2 of steel bracket is fixed on load bearing heat preserving base 6
On.
The stereotyped structure 1-2 of above-mentioned wall side column foot contracting seam is using I 1-2-1 of high strength plastics template sizing wall side column foot and terrace
Contracting seam, I 1-2-1 of high strength plastics template have plastic deformation ability, make contracting seam that can do horizontal contraction；I 1-2- of high strength plastics template
Terrace is divided into two independent sectors by 1, avoids crack caused by settling because of wall side column foot 5；The height of sizing is set in contracting seam
Strong I 1-2-1 of plastic formwork eliminates contracting slit die plate and processes, and the fixation of I 1-2-1 of high strength plastics template such as sets up and support
It is reliable and stable, it is not necessarily to demoulding, contracting seam is straight, ensure that the quality for staying seam, no rotten side phenomenon of arrisdefect save duration and artificial, ground
Level ground flatness is good, and no irregular cracks occurs, and solves general terrace and is commonly present that dividing joint is not straight, and dividing joint is wide, corner
Obviously there are the common quality defects such as faulting of slab ends on breakage, alice, the adjacent ground of contracting seam, and the flatness of terrace is effectively ensured.It is more important
, the stereotyped structure 1-2 of above-mentioned wall side column foot contracting seam can not only reach the requirement of terrace Forming Quality, moreover it is possible to realize that terrace is primary
Pouring molding reduces unnecessary technology intermission, shortens the duration, and avoid that concrete generates cold seam in construction can
Can, it ensure that the globality of assembled rim of a cup base for post and floor structure, reduce construction link, saved manually, reduced and apply
Work cost.
Above-mentioned rim of a cup base for post and floor construction seam stereotyped structure 1-3, install before complete II 1-3-1 of high strength plastics template with
The connection of II 1-3-2 of steel bracket.When construction, in load bearing heat preserving base 6, the setting according to construction joint using theodolite or total station
Meter position is determining and marks the position of II 1-3-1 of high strength plastics template；Then II 1-3-1 of high strength plastics template is placed on mark
On the position of note, the top mark height of II 1-3-1 of high strength plastics template is adjusted according to datum mark and terrace finished surface absolute altitude
It is whole, until II 1-3-2 of steel bracket is fixed when the top mark height of II 1-3-1 of high strength plastics template is consistent with terrace finished surface absolute altitude
In load bearing heat preserving base 6.
Above-mentioned rim of a cup base for post and floor construction seam stereotyped structure 1-3 using high strength plastics template sizing cup column foundation with
Floor construction seam, high strength plastics template have plastic deformation ability, make construction joint that can do horizontal extension；High strength plastics template is by ground
Level ground is divided into two independent sectors, crack caused by avoiding because of rim of a cup column settlement of foundation；The high-strength of sizing is set in construction joint
Plastic formwork eliminates construction joint formwork and the processes such as sets up and support, and the fixing-stable of high strength plastics template is reliable, is not necessarily to
Demoulding, construction joint is straight, ensure that the quality for staying seam, no rotten side phenomenon of arrisdefect, saves duration and artificial, and terrace flatness is good,
No irregular cracks occurs, and solves general terrace and is commonly present that dividing joint is not straight, and dividing joint is wide, corner breakage, is applied alice
Work, which stitches adjacent ground, obviously the common quality defects such as faulting of slab ends, and the flatness of terrace is effectively ensured.Importantly, the sizing
Structure can not only reach the requirement of terrace Forming Quality, moreover it is possible to realize that terrace one-time-concreting forms, reduce between unnecessary technology
It has a rest, shortens the duration, avoid the possibility that concrete generates cold seam in construction, ensure that assembled rim of a cup base for post and terrace knot
The globality of structure, reduces construction link, has saved manually, has reduced construction cost.
When above-mentioned alter-pouring strips mould plate is constructed, first, in accordance with 3 floor plan of post-cast strip, stationary positioned reinforcing bar 3-2 is being positioned
Angle steel 3-1 is installed at the top of reinforcing bar 3-2, steel wire 3-4 then is installed according to post-cast strip floor plan, steel wire 3-4 uses net
Piece is combined into, and is bound on terrace distributing bar 9；Then top mark height and levelness that upper lower nut 3-3 adjusts angle steel 3-1 are rotated；
Then it will be connected at the top of steel wire 3-4 on the vertical edge back side of angle steel 3-1.
Above-mentioned alter-pouring strips mould plate forms alter-pouring strips mould plate using steel wire, can not be by perforation distributing bar at post-cast strip
It influences, realizes integral formwork support；Moisture film is formed using the mesh of steel wire and the tension of water, steel wire plays the work of integral mold plate
With；Top rigid plate not only has the double action of protection concrete corner and fixed steel wire, can also be whole by nut
Body adjusts the height of template, and the processing is simple, can accurately adjust, and stability is good, and conveniently, nut can be used directly in easy to operate, materials
Adjusting, at low cost, stable structure, overall effect is good, on structure without influence, safety is good.After the utility model solves
The difficult point of belt construction is poured, two sides concrete connects raft face without picking chisel and cleaning, eliminates multiple working procedure, quality can be protected
Card；The duration is saved convenient for construction without demoulding, and ensure that the construction quality of post-cast strip.
3) facing concrete is completed to pour, in the present embodiment, facing concrete structure 7 with a thickness of 250mm, be adopt
With C30 concreting.
4) complete post-cast strip 3 concreting, in the present embodiment, the concrete structure of post-cast strip 3 with a thickness of
250mm is using C30 concreting.
5) using the cold slit of polyurathamc encapsulating at hole-closing structure, then in facing concrete structure 7 and post-cast strip 3
The construction of wearing layer 8 is completed on concrete structure.In the present embodiment, the thickness of wearing layer 8 is 2~4mm, is using aggregate shape
At.The integral thickness of the present embodiment is 1495mm after completion.
Construction wearing layer 8, can enhance the resistance to of ground on the concrete structure of facing concrete structure 7 and post-cast strip 3
Mill property and impact resistance, greatly improve the density of concrete structure, it are made to have reduced dirt phenomenon, increase the grease proofness on ground,
A high density, ground easy to clean, impermeabilisation are formed, and wearing layer has the effect of antistatic.Wearing layer is in face simultaneously
It constructs on the concrete structure of layer concrete structure 7 and post-cast strip 3, has that the construction period is short, economic benefits comparison is significantly excellent
Point.
Encapsulating polyurathamc forms hole-closing structure in cold seam, due to polyurathamc and closed pore structure, cold seam
(including surrounding and wall library plate junction in library) can make XPS polystyrene thermal insulation plate all using polyurathamc encapsulating
6-6 and wall library plate form complete heat preservation obturator, while being also disconnected the cold bridge phenomenon on the library and ground.
In the present embodiment, above-mentioned steps 1) specific steps are as follows:
1.1) the native compaction in layers of element, forms rammed earth layer 6-1.In the present embodiment, rammed earth layer 6-1 with a thickness of
300mm。
1.2) construct thick middle sand bedding course 6-2 on rammed earth layer 6-1.In the present embodiment, the thickness of thick middle sand bedding course 6-2
Degree is 600mm, is embedded with ventilation bellows 10,1.3 in thick middle sand bedding course 6-2) concrete of constructing on thick middle sand bedding course 6-2
Bed course 6-3.In the present embodiment, concrete cushion 6-3 with a thickness of 100mm.
1.4) construct I 6-4 of cement mortar screeding layer on concrete cushion 6-3.In the present embodiment, cement mortar screeding
I 6-4 of layer with a thickness of 20mm, the match ratio of cement mortar used is 1:2.5.
1.5) I 6-5 of vinyon trapping waterproof layer is laid on I 6-4 of cement mortar screeding layer.In the present embodiment,
Formed I 6-5 of trapping waterproof layer vinyon with a thickness of 0.2mm.
1.6) fissure of displacement is laid with XPS polystyrene thermal insulation plate 6-6 on I 6-5 of vinyon trapping waterproof layer.In this implementation
Example in, XPS polystyrene thermal insulation plate 6-6 with a thickness of 200mm.
XPS polystyrene foam plastic extrusion heated board have anti-high pressure, it is moisture-proof, airtight, do not absorb water, be corrosion-resistant, thermally conductive system
The ep-type material of the high-quality performances such as low, lightweight, long service life is counted, and performance is stable, non-aging.The heat preservation of polyethylene extrusion molding
Plate has extremely excellent anti humility performance and unmatched heat preservation and insulation.Polyethylene plastic extrusion heated board is because having closed pore
Can structure, and its rate of closed hole is up to 99%, so its good heat insulating.Polyethylene plastic extrusion heated board is also with higher anti-simultaneously
Compressive Strength, polyethylene plastic extrusion heated board are used in freezer flooring, not only have heat preservation, heat insulation, but also with higher anti-
Compressive Strength, advantage is clearly.
1.7) II 6-7 of vinyon trapping waterproof layer is laid on XPS polystyrene thermal insulation plate 6-6.In the present embodiment
In, formed II 6-7 of trapping waterproof layer vinyon with a thickness of 0.2mm.
Water vapour is permeated to building enclosure or ground insulating layer after waterproof, vapour barrier can prevent ground from making moist, to have
Effect ground guarantees the thermal property of thermal insulation material and the durability of structure.The service life that ensure that insulating layer improves ground guarantor
Temp effect extends the service life of freezer.
Connection is all made of gluing between waterproof vapour barrier and polystyrene foam extruded sheet, polystyrene foam extruded sheet
Agent must not have breakage, step on and collapse, and in place with foundation, foot joint processing, seam crossing is filled with dedicated expanded rubber.Insulating layer squeezes
Modeling formula polystyrene thermal insulation plate, density >=38kg/m3.Insulation board is assembled at the scene, must splice between plate and plate close.
1.8) construct II 6-8 of cement mortar screeding layer on II 6-7 of vinyon trapping waterproof layer.In the present embodiment
In, II 6-8 of cement mortar screeding layer with a thickness of 20mm, the match ratio of cement mortar used is 1:2.5.
Above-mentioned load bearing heat preserving base 6 is by using ventilation, waterproof, trapping, heat preservation and the wear-resisting integrated construction side being integrated
Method, can be effectively prevented from freezer because base soil it is frozen caused by frost-heave force, avoid crack, the protuberance of terrace, wall column
Inclination and because heat insulation effect it is bad caused by the excessive problem of energy consumption, can satisfy cold chain library terrace bearing capacity, protect
Temperature, flatness and one-time formed requirement.Using the cold seam of polyurathamc encapsulating, insulation board and the library is made to form complete heat preservation
Obturator, while it being also disconnected the cold bridge phenomenon on the library and ground, so that the thermal insulation property of terrace is obtained effective guarantee.
Although the preferred embodiment of the present invention is described above in conjunction with attached drawing, the invention is not limited to upper
The specific embodiment stated, the above mentioned embodiment is only schematical, be not it is restrictive, this field it is common
Technical staff under the inspiration of the present invention, in the case where not departing from present inventive concept and scope of the claimed protection, goes back
Many forms can be made, within these are all belonged to the scope of protection of the present invention.
Claims (10)
1. a kind of super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area, which is characterized in that including setting gradually from bottom to up
Load bearing heat preserving base, facing concrete structure and wearing layer, in the facing concrete structure be equipped with built-in fitting, armor stitch
Stereotyped structure, wall side column foot contracting seam stereotyped structure, rim of a cup base for post and floor construction seam stereotyped structure and alter-pouring strips mould plate,
The built-in fitting is equipped with horizontal embedded board, is equipped with the height-adjustable branch affixed with it in the lower section of the horizontal embedded board
Leg, the supporting leg are supported in the load bearing heat preserving base；
The stereotyped structure of the armor seam is fixed in the load bearing heat preserving base, including two pieces of steels being vertically arranged face-to-face
Armor stitches plate, and two blocks of steel armor seam plates are connected using plastic bolt, is formed between two blocks of steel armor seam plates
There is crack, be filled with elastic dunnage in the lower part of the crack, gap-filling glue encapsulating body is equipped on the top of the crack, every
The upper rear portion of the seam plate of steel armor described in block is connected with perpendicular horizontal transmission rod, in two pieces of steel armor seams
Perpendicular horizontal force transmitting board is coated in the middle part of plate, one end of the horizontal force transmitting board is equipped with plastics sleeve-board, in every piece of institute
The back side for stating steel armor seam plate is equipped with fixed bracket；
The stereotyped structure of the wall side column foot contracting seam is fixed in the load bearing heat preserving base, including is arranged around wall side column foot
Multiple high strength plastics templates I, it is right angled isosceles triangle that all high strength plastics templates I and wall library plate, which surround a section,
Straight triangular prism structure, all high strength plastics templates I surround the straight triangular prism structure and correspond to its two isosceles right angle of section
The top mark height of the side on side, the straight triangular prism structure is consistent with terrace finished surface absolute altitude, the straight triangular prism structural section
The cross central line or longitudinal centre line in right angle angular bisector section corresponding with wall side column foot are overlapped, in the high strength plastics template
I is equipped with steel bracket I close to the side of wall side column foot, and the steel bracket I is fixed in load bearing heat preserving base, is located at the straight trigone
The adjacent high strength plastics template I of two pieces of rod structure right angle portion is connected using sizing steel gusset I；
The stereotyped structure of the rim of a cup base for post and floor construction seam is fixed in the load bearing heat preserving base, including is arranged in rim of a cup
Multiple high strength plastics templates II around base for post, all high strength plastics templates II surround the straight quadrangular that a section is diamond shape
The top mark height of structure, the straight tetragonous rod structure is consistent with terrace finished surface absolute altitude, the straight quadrangular structural section it is diagonal
The cross central line and longitudinal centre line in line section corresponding with rim of a cup base for post are overlapped, in the high strength plastics template II close to rim of a cup
The side of base for post is equipped with steel bracket II, and the steel bracket II is fixed in load bearing heat preserving base, is located at the straight tetragonous rod structure
The adjacent high strength plastics template II of two pieces of corner is connected using sizing steel gusset II；
The alter-pouring strips mould plate is fixed in the load bearing heat preserving base, using adjustable flexible template, the adjustable flexible
The top of template uses the adjustable rigid plate in upper and lower position, and the rigid plate leans against and first pours structure and horizontally disposed, described
The top mark height of rigid plate is concordant with the absolute altitude of terrace finished surface, and the back side of the rigid plate is connect with steel wire, the steel
Silk screen is fixed on terrace distributing bar, and the bottom end of the steel wire hangs on the bottom surface of post-cast strip, the top of the steel wire
End is high not higher than the top mark of the rigid plate, is equipped with reinforcement structure in the side that the steel wire is located at post-cast strip, is pouring
Moisture film, which is formed, when first pouring the concrete of structure, in the mesh of the steel wire constitutes integral mold plate.
2. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 1, which is characterized in that described to hold
Weight heat insulation base layer includes the rammed earth layer set gradually from bottom to up, thick middle sand bedding course, concrete cushion, cement mortar screeding
Layer I, vinyon trapping waterproof layer I, XPS polystyrene thermal insulation plate, vinyon trapping waterproof layer II, cement mortar are looked for
Leveling II.
3. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 2, which is characterized in that described
Ventilation bellows is embedded in sand bedding course in thick.
4. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 1, which is characterized in that described rigid
Property plate formed using angle steel, the vertical edge of the angle steel, which leans against, first pours structure, and the horizontal sides of the angle steel are using up and down
At the top of spacer bar, the spacer bar is vertically fixed on existing structure for two nut lockings.
5. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 4, which is characterized in that described to add
Strong structure is that the stiffener being arranged in rows in by more is formed, and the stiffener is vertically fixed on existing structure, institute
The top for stating stiffener is located at the lower section of the angle steel.
6. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 1, which is characterized in that the bullet
Property dunnage be foamed polyethylene plate.
7. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 1, which is characterized in that the branch
Leg is equipped with adjustable dowel, and the sleeve being threadedly coupled with it is equipped on the adjustable dowel.
8. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 7, which is characterized in that it is described can
Dowel and the horizontal embedded board is adjusted to weld, the sleeve connection is in the lower end of the adjustable dowel.
9. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 8, which is characterized in that described
The side of sleeve is equipped with handle.
10. the super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area according to claim 9, which is characterized in that in institute
It states and is additionally provided with the fixation dowel affixed with it below horizontal embedded board.
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| CN201711237167.XA CN108049542B (en) | 2017-11-30 | 2017-11-30 | The super flat anticracking wear-resisting load bearing heat preserving cold chain library level ground of large area |
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| CN110158881B (en) * | 2019-05-28 | 2024-03-15 | 苏州美瑞德建筑装饰有限公司 | Atrium external cantilever glass guardrail mounting structure |
| CN112282294A (en) * | 2020-10-23 | 2021-01-29 | 安徽四建控股集团有限公司 | Construction method of steel fiber wear-resistant terrace |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101210458A (en) * | 2006-12-28 | 2008-07-02 | 上海宝冶建设有限公司 | Height mark adjustable ultra-flat terrace template and manufacturing method thereof |
| CN101775905A (en) * | 2009-12-18 | 2010-07-14 | 广东浩和建筑有限公司 | Adjustable leveling guide rail and leveling method thereof |
| CN102691401A (en) * | 2012-06-15 | 2012-09-26 | 北京城建建设工程有限公司 | Construction method for large-area concrete weighbridge |
| CN203701522U (en) * | 2014-01-24 | 2014-07-09 | 郑佩珍 | Reservation tool for bay joint |
| CN105951554A (en) * | 2016-05-24 | 2016-09-21 | 中交航局第四工程有限公司 | Embedded construction seam force transmission rod |
| CN206205381U (en) * | 2016-11-24 | 2017-05-31 | 无锡市华灿化工有限公司 | Flush type ground parting seam |
| CN206245664U (en) * | 2016-12-06 | 2017-06-13 | 苏州成层建筑材料科技有限公司 | Terrace armouring stitches connector |
| CN107246125A (en) * | 2017-07-27 | 2017-10-13 | 江苏正方园建设集团有限公司 | For the finished product construction joint in floor construction |
| CN107288312A (en) * | 2017-06-29 | 2017-10-24 | 中交航局第四工程有限公司 | Ultra-flat terrace construction technology after one improvement |
| KR20170127635A (en) * | 2016-05-12 | 2017-11-22 | 송병권 | Cold Storage Warehouse for Dehumidification and Preventing Frost Damage |
| CN207609123U (en) * | 2017-11-30 | 2018-07-13 | 中建六局第三建筑工程有限公司 | A kind of super flat load bearing heat preserving terrace of super large |
-
2017
- 2017-11-30 CN CN201711237167.XA patent/CN108049542B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101210458A (en) * | 2006-12-28 | 2008-07-02 | 上海宝冶建设有限公司 | Height mark adjustable ultra-flat terrace template and manufacturing method thereof |
| CN101775905A (en) * | 2009-12-18 | 2010-07-14 | 广东浩和建筑有限公司 | Adjustable leveling guide rail and leveling method thereof |
| CN102691401A (en) * | 2012-06-15 | 2012-09-26 | 北京城建建设工程有限公司 | Construction method for large-area concrete weighbridge |
| CN203701522U (en) * | 2014-01-24 | 2014-07-09 | 郑佩珍 | Reservation tool for bay joint |
| KR20170127635A (en) * | 2016-05-12 | 2017-11-22 | 송병권 | Cold Storage Warehouse for Dehumidification and Preventing Frost Damage |
| CN105951554A (en) * | 2016-05-24 | 2016-09-21 | 中交航局第四工程有限公司 | Embedded construction seam force transmission rod |
| CN206205381U (en) * | 2016-11-24 | 2017-05-31 | 无锡市华灿化工有限公司 | Flush type ground parting seam |
| CN206245664U (en) * | 2016-12-06 | 2017-06-13 | 苏州成层建筑材料科技有限公司 | Terrace armouring stitches connector |
| CN107288312A (en) * | 2017-06-29 | 2017-10-24 | 中交航局第四工程有限公司 | Ultra-flat terrace construction technology after one improvement |
| CN107246125A (en) * | 2017-07-27 | 2017-10-13 | 江苏正方园建设集团有限公司 | For the finished product construction joint in floor construction |
| CN207609123U (en) * | 2017-11-30 | 2018-07-13 | 中建六局第三建筑工程有限公司 | A kind of super flat load bearing heat preserving terrace of super large |
Non-Patent Citations (2)
| Title |
|---|
| 低温冷库超平地坪施工技术;单勤 等;《中国港湾建设》;20171031;第37卷(第10期);第65-69页 * |
| 超平工业地坪施工技术方案;王伟喜;《山西建筑》;20150630;第41卷(第16期);第83-84页 * |
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