CN109441099A - Basement single side formwork system and the method for utilizing its outer wall of basement of constructing - Google Patents

Basement single side formwork system and the method for utilizing its outer wall of basement of constructing Download PDF

Info

Publication number
CN109441099A
CN109441099A CN201811480929.3A CN201811480929A CN109441099A CN 109441099 A CN109441099 A CN 109441099A CN 201811480929 A CN201811480929 A CN 201811480929A CN 109441099 A CN109441099 A CN 109441099A
Authority
CN
China
Prior art keywords
formwork
basement
frame
rectangular
unilateral
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.)
Granted
Application number
CN201811480929.3A
Other languages
Chinese (zh)
Other versions
CN109441099B (en
Inventor
丁巍
陈学跟
宋煜
李林
牛旭东
罗德军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction First Group Corp Ltd
Original Assignee
China Construction First Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction First Group Corp Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN201811480929.3A priority Critical patent/CN109441099B/en
Publication of CN109441099A publication Critical patent/CN109441099A/en
Application granted granted Critical
Publication of CN109441099B publication Critical patent/CN109441099B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/06—Restraining of underground water
    • E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • Y02A30/60—Planning or developing urban green infrastructure

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

地下室单侧支模系统及利用其施工地下室外墙的方法，支设在地下室结构楼板上，包括模板和支撑在模板外的若干根单侧支撑架体，模板由若干块模板单元拼接而成，所述模板单元包括矩形模板面板、围固在矩形四周的矩形边框、模板钢框主肋和Z型钢框次肋，若干根模板钢框主肋均垂直且均匀间隔设置在矩形边框长边框之间，Z型钢框次肋为两根，分别垂直设于两根最外侧模板钢框主肋与矩形边框短边框之间。本发明施工简便，工序合理且投入成本低，通过两次支模，实现了先施工肥槽回填复合轻集料混凝土挡水墙，再施工地下室外墙防水，最后施工地下室外墙的施工顺序能有效解决地下室零肥槽结构、防水施工难，回填质量隐患的问题。

A basement single-side formwork support system and a method for constructing a basement exterior wall by using the same are supported on a basement structural floor, comprising a formwork and a plurality of unilateral support frame bodies supported outside the formwork, and the formwork is formed by splicing several formwork units, The formwork unit includes a rectangular formwork panel, a rectangular frame enclosed around the rectangle, a main rib of the formwork steel frame and a secondary rib of the Z-shaped steel frame, and several main ribs of the formwork steel frame are vertically and evenly spaced between the long frames of the rectangular frame. There are two secondary ribs of the Z-shaped steel frame, which are respectively arranged vertically between the main ribs of the outermost formwork steel frame and the short frame of the rectangular frame. The method has the advantages of simple construction, reasonable process and low input cost, and through two forms of support, the first construction of the fertilizer tank backfilling the composite light aggregate concrete retaining wall, and then the construction of the basement exterior wall waterproofing, and finally the construction sequence of the basement exterior wall can be realized. Effectively solve the problems of zero fertilizer tank structure in basement, difficult waterproof construction and hidden quality problems of backfill.

Description

Basement single side formwork system and the method for utilizing its outer wall of basement of constructing
Technical field
The invention belongs to technical field of building construction more particularly to basement single side formwork system and using under its construction ground The method of room exterior wall.
Background technique
It is usually to use bilateral shuttering supporting in architectural engineering, through-wall bolt both ends are respectively fixed with side template support, city City building site growing tension, grassroot project are higher and higher for the utilization rate of the underground space, and basement is frequently with zero fertile slot Design, not can guarantee the construction space demand of conventional outer wall of basement bilateral formwork, single side formwork construction technology is come into being.
Single side formwork technology is more mature both at home and abroad at present, common are three kinds of forms:
(1) slope protection pile, the scheme of enclosure wall setting split bolt are utilized.
The globality that split bolt destroys outer wall of basement waterproof is set, a large amount of bolts hole are increased on waterproof layer, Repair time-consuming and laborious, waterproof renewal expense is higher, and has certain leakage hidden trouble.
(2) using steel truss as one side formwork support frame, and foundation bolt is set, with fixing support rack.
It since steel truss is from great, is difficult to move by manpower, installation needs to rely on tower crane；It, need to be in work progress Full hall frame can be just set up after striking and carries out floor slab construction, influence structure construction progress；Steel truss cost is high, such as cannot week Turn to reuse, will lead to cost of building projects increase.
(3) it sets up framed bent and diagonal brace is set using steel tube fastener, using as shuttering supporting.
Heavy workload is set up and removed to steel tube fastener framed bent, and support node is more, and all fasteners connect, it is more difficult to guarantee institute There is the equal snapping of node close, thus the mould that easily rises；Construction process needs first to pour walling concrete, and it is full to install flooring after demoulding again Hall frame installs, and is affected to structure progress.
Summary of the invention
The object of the present invention is to provide basement single side formwork system and using the method for its outer wall of basement of constructing, to solve When certainly basement is frequently with zero fertile slot design, existing single side formwork stability is poor, by external force or variation of ambient temperature It influences, it is possible that the case where running mould, swollen mould, causes to deform, influence support strength, there is technical issues that；And it solves Flatness certainly when prior art single side formwork is lower, outer wall of basement waterproof and fertile slot backfill construction quality not can guarantee asks Topic.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of basement single side formwork system, it is characterised in that: branch is located on basement structure floor, including template and is supported on Several unilateral supporting frames outside template, template are spliced by several pieces of modular units, and the modular unit includes rectangle Form surfacing, the rectangular shaped rim for being enclosed solidly in rectangle surrounding, template steel framework main rib and Z-shape steel frame time rib, several formwork steels Frame main rib is vertical and is disposed in an evenly spaced relation between rectangular shaped rim long margin frame, and the Z-shape steel frame time rib is two, is respectively perpendicular Between two outermost template steel framework main ribs and rectangular shaped rim short frame；
The unilateral side supporting frame includes Upper rectangular standard knot and is connected and fixed with Upper rectangular standard knot by bolt assembly Lower part abnormity increase section, it includes that upper water pingbian, medial shaft straight flange, the oblique side in outside and bottom are oblique that lower part abnormity, which increases section, Side, the bottom it is oblique in medial shaft straight flange and oblique outside between pre-embedded anchoring bolts and adjustable seats be respectively set connect Fixation is connect, the adjustable seats are increased section by provided with threaded connector and lower part abnormity and fixed, and adjustable seats top, which is equipped with, to be adjusted Handle, the regulation handle pass through adjustable seats top hole and are connected and fixed with adjustable seats, by rotating regulation handle, can make Adjustable seats rotation, to adjust the verticality of unilateral supporting frame.
Steel tube fastener, phase are equipped on vertical edge and the special-shaped oblique side in outside for increasing section on the outside of the Upper rectangular standard knot The adjacent unilateral supporting frame increases the steel pipe of section by several horizontal steel tubes also cross Upper rectangular standard knot and abnormity Fastener is connected together.
It is further preferred that the template and unilateral supporting frame are also installed for adjusting formwork system lateral length Rectangle adjusts frame body.
Further, the template and unilateral supporting frame or rectangle adjust frame body and pass through template adapter, horizontal square steel Pipe and keel adapter are connected and fixed, and the template is connect with horizontal square steel tube by template adapter, the horizontal square steel tube Frame body is adjusted with unilateral supporting frame or rectangle to connect by keel adapter.
Further, the unilateral supporting frame adjusts frame body with rectangle and is connect by keel adapter, horizontal square steel tube It is fixed.The horizontal square steel tube adjusts frame body with unilateral supporting frame and rectangle by keel adapter and connect.
Further, the template steel framework main rib is axially symmetric structure, and first including being sequentially arranged connects side, first tiltedly In, the first reversed bevel edge, top surface, the second bevel edge, the second reversed bevel edge and the second connection, the first connection while and when the second connection Setting is bonded with form surfacing, the first bevel edge and the second bevel edge towards top surface inclination and are higher than the setting of top surface absolute altitude, described It is set on top surface there are two the concave face being recessed inwardly, the template steel framework main rib has anti-bending strength good, and own wt is light, worker Easy to operate advantage.
Further, the rectangular shaped rim is equipped with the groove that can be embedded form surfacing edge, goes back in the rectangular shaped rim Equipped with the semicircle bolt hole that notch is outside, the semicircle bolt hole is the installation point that template adapter wears form surfacing.
In addition, the form surfacing is to cover modeling face glued board, the modeling face glued board of covering includes that face and 12mm thickness are moulded by 1.5mm thickness Wood plywood.
It is further preferred that the rectangular shaped rim, template steel framework main rib and Z-shape steel frame time rib are hot rolling deformed steel, steel material For Q235.
Utilize the method for the fertile slot single side formwork system construction outer wall of basement of basement zero, it is characterised in that: including following Step:
Step 1: concrete retaining wall is constructed: successively setting up template from outside to inside on the outside of basement fertilizer slot, rectangle adjusts frame body With unilateral supporting frame, fill concrete forms concrete earth-retaining in the basement fertilizer slot between template and foundation pit supporting construction Wall；
Step 2, one side formwork support frame are removed: successively removing unilateral supporting frame, rectangle adjusts frame body and template；
Step 3, outer wall of basement waterproof construction: the completely viscous laying water-proof coiled material of metope forms waterproof on the outside of concrete retaining wall Layer；
Step 4, outer wall of basement construction: first carrying out the binding of outer wall of basement reinforcing bar, then sets up template, unilateral supporting frame, Casting concrete between template and concrete retaining wall forms outer wall of basement, last form removal and unilateral supporting frame.Extremely This, outer wall of basement construction is completed.
It is further preferred that the concrete retaining wall is by that can do the combined lightweight aggregate concrete of outer wall of basement thermal insulation material It pours.
Compared with prior art the invention has the characteristics that and the utility model has the advantages that
Firm lateral support is arranged under the premise of guaranteeing template strength, rigidity in the present invention, it can be ensured that does not have through-wall bolt One side formwork system situations such as running mould, swollen mould does not occur, utilization the method ensure that fertile slot backfill, outer wall of basement waterproof, Lower room exterior wall construction operation, had both met site safety demand, and can also meet site operation demand.
Formwork system of the invention realizes fertile slot backfill combined lightweight aggregate concrete water blocking of first constructing by formwork twice Wall, then outer wall of basement waterproof of constructing, the sequence of construction for outer wall of basement of finally constructing effectively solve underground in the case of zero fertile slot Room external wall waterproof and the difficult problem of fertile slot backfill construction, fertile slot material use combined lightweight aggregate concrete, and thermal coefficient is low, can be with Outer wall of basement thermal insulation material is also served as, it is environmentally protective.
Easy construction of the present invention, process is reasonable and input cost is low, by formwork twice, realizes fertile slot backfill of first constructing The sequence of construction of combined lightweight aggregate concrete waterwall, then outer wall of basement waterproof of constructing, outer wall of basement of finally constructing can have Effect solves the problem of the fertile slot structure of basement zero, the difficult backfill hidden danger of quality of waterproof construction.
For the invention patent using standardization steel framework Wood-plastic formwork, template strength is high, is used in turn often, concrete formation High-quality, working security is good, and the adaptability of technology is strong, has good promotion and practical value, and can produce after extensive popularization and application Raw good economic benefit.
Detailed description of the invention
Fig. 1 be it is of the present invention do not construct concrete retaining wall when Construction State figure；
Fig. 2 is the enlarged structure schematic diagram in the portion A in Fig. 1；
Fig. 3 is the enlarged structure schematic diagram in the portion B in Fig. 1；
Fig. 4 is the enlarged structure schematic diagram in the portion C in Fig. 1；
Fig. 5 is the structural schematic diagram that construction concrete retaining wall of the present invention finishes；
Fig. 6 is the structural schematic diagram that construction outer wall of basement of the present invention finishes；
Fig. 7 is the structural schematic diagram of modular unit of the present invention；
Fig. 8 is the cross section structure schematic diagram of rectangular shaped rim of the present invention；
Fig. 9 is the rearview of Fig. 7；
Figure 10 is the enlarged structure schematic diagram in the portion E in Fig. 9；
Figure 11 is the enlarged structure schematic diagram in the portion D in Fig. 5.
Appended drawing reference: 1- modular unit；11- rectangle template panel；12- rectangular shaped rim；13- template steel framework main rib；14-Z Fashioned iron frame time rib；The connection of 131- first side, the first bevel edge of 132-, the top surface 133-, the second bevel edge of 134-；The connection of 135- second side； The reversed bevel edge of 136- second；137- concave face；The reversed bevel edge of 138- first；14-Z fashioned iron frame time rib；The unilateral side 2- supporting frame； 21- Upper rectangular standard knot；22- abnormity increases section；221- upper water pingbian；222- medial shaft straight flange；Oblique side on the outside of 223-； The oblique side in the bottom 224-；The oblique pre-embedded bolt of 3-；The vertical foundation bolt of 4-；5- bolt assembly；6- rectangle adjusts frame body；The underground 7- Room fertilizer slot；8- foundation pit supporting construction；9- concrete retaining wall；10- reserved space；16- groove；17- semicircle bolt hole, 18- connect Fitting；19- regulation handle；20- horizontal steel tube；23- basement structure floor；24- tube clamps；25- waterproof layer；26- basement Exterior wall；27- template adapter；The horizontal square steel tube of 28-；29- keel adapter.
Specific embodiment
For realize the present invention technological means, character of innovation, reach purpose and effect is easy to understand, below to Invention further illustrates.
The embodiment recorded herein is specific specific embodiment of the invention, for illustrating design of the invention, Be it is explanatory and illustrative, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein Outside embodiment, those skilled in the art can also based on the claim of this application book and specification disclosure of that using aobvious and The other technical solutions being clear to, these technical solutions include using any obvious to making for the embodiment recorded herein The technical solution of substitutions and modifications.
A kind of basement single side formwork system, the invention belongs to the fertile slot single side formwork of basement zero is waterproof and insulation integrated outer Wall construction skill, as shown in figure 5, branch is located on basement structure floor 23, including template and several lists being supported on outside template Side stand component body 2, unilateral 2 uniform intervals branch of supporting frame are located on the outside of template, and the distance between adjacent unilateral side supporting frame 2 is 600mm, template are spliced by several pieces of modular units 1, as shown in figures 7 and 9, modular unit 1 include rectangle template panel 11, It is enclosed solidly in rectangular shaped rim 12, template steel framework main rib 13 and the Z-shape steel frame time rib 14 of rectangle surrounding, several template steel framework main ribs 13 Vertical and be disposed in an evenly spaced relation between 12 long margin frame of rectangular shaped rim, Z-shape steel frame time rib 14 is two, is respectively perpendicular set on two Between root outermost template steel framework main rib 13 and 12 short frame of rectangular shaped rim, the preferred rectangle template panel 11 of the present invention is long 2400mm, wide 600mm, the template steel framework main rib 13 on each modular unit 2 have 5, and adjacent 13 spacing of steel framework main rib is 600mm, Z-shape steel frame time rib 14 is 300mm long, and rectangular shaped rim 12 is 64mm long.
As shown in Figure 10, template steel framework main rib 13 is axially symmetric structure, including be sequentially arranged the first connection side 131, the One bevel edge 132, the first reversed bevel edge 138, top surface 133, the second reversed bevel edge 136, the second bevel edge 134 and the second connection side 135, First connection 135 be bonded setting when 131 and second connect with form surfacing 11, and the first bevel edge 132 and the second bevel edge 134 are equal It is tilted towards top surface 133 and is higher than 133 absolute altitude of top surface and be arranged, set that there are two the concave face 137 being recessed inwardly, moulds on top surface 133 The setting in this way of slab frame main rib 13 has the advantages that intensity is big, steel using amount is small.As shown in Figure 10, rectangular shaped rim 12 be equipped with can be embedding If the groove 16 at 11 edge of template face, as shown in fig. 7, the outside semicircle bolt hole 17 of notch is additionally provided in rectangular shaped rim 12, half Circle bolt hole 17 is used for template adapter fixed form.Rectangular shaped rim 12, template steel framework main rib 13 and Z-shape steel frame time rib 14 are heat Roll deformed steel, steel material Q235.Form surfacing 11 is to cover modeling face glued board, plastic cover thickness 2mm, and glued plate thickness 13.5mm covers Modeling face glued board includes moulding face and 12mm thickness wood plywood by 1.5mm thickness.
As shown in Figure 1, unilateral supporting frame 2 includes Upper rectangular standard knot 21 and passes through spiral shell with Upper rectangular standard knot 21 The lower part abnormity that bolt assembly 5 is connected and fixed increases section 22, and 5 structure of bolt assembly is as shown in Fig. 2, lower part abnormity increases section 22 includes Upper water pingbian 221, medial shaft straight flange 222, outside are oblique at 223 and oblique bottom 224, the oblique side 224 in bottom and inside Pre-embedded anchoring bolts 3 are respectively set between the oblique side 223 of vertical edge 222 and outside and adjustable seats 4 are connected and fixed, adjustable seats 4, which increase section 22 by provided with threaded connector 18 and lower part abnormity, fixes, and 4 top of adjustable seats is equipped with regulation handle 19, the tune Section handle 19 passes through 4 top hole of adjustable seats and connect with adjustable seats 4, by rotating regulation handle 19, can make adjustable seats 4 Rotation, to adjust the verticality of unilateral supporting frame 2.
It is all provided on the oblique side 223 in outside for save 22 as shown in figure 3,21 outside vertical edge of Upper rectangular standard knot and abnormity are increased There is steel tube fastener 24, the adjacent unilateral supporting frame 2 is by several horizontal steel tubes 20 also cross Upper rectangular standard knot 21 and abnormity increase section 22 steel tube fastener 24 series connection together, horizontal steel tube 20 is 6m long.
Template and unilateral supporting frame 2 also install the rectangle for adjusting formwork system lateral length and adjust frame body 6, square Shape adjusts frame body 6 by the logical production of 80 sides, and adjusting frame body 6 enables same set of template system pouring week between fertile slot and exterior wall concrete Turn.As shown in figures 4 and 11, template 1 and unilateral supporting frame 2 or rectangle adjust frame body 6 and pass through template adapter 27, horizontal square steel Pipe 28 and keel adapter 29 are connected and fixed, and template 1 is connect with horizontal square steel tube 28 by template adapter 27, horizontal square steel tube 28 adjust frame body 6 with unilateral supporting frame 2 or rectangle is connect by keel adapter 29, and Fig. 4 is that template 1 and rectangle adjust frame body 6 diagrams being connected and fixed by template adapter 27, horizontal square steel tube 28 and keel adapter 29, Fig. 5 are template 1 and unilateral branch Support body 2 passes through the diagram that template adapter 27, horizontal square steel tube 28 and keel adapter 29 are connected and fixed, unilateral supporting frame 2 adjust frame body 6 with rectangle is connected and fixed by keel adapter 29, horizontal square steel tube 28.Horizontal square steel tube 28 is turned by keel Fitting 29 adjusts frame body 6 with unilateral supporting frame 2 and rectangle and connect, and does not provide unilateral supporting frame 2 with rectangle and adjusts frame body 6 Connection is specifically illustrating.
A kind of method of basement single side formwork system construction outer wall of basement, it is characterised in that: the following steps are included:
Step 1: concrete retaining wall 9 is constructed: as described in figures 1 and 5, successively setting up mould from outside to inside in 7 outside of basement fertilizer slot Plate 1, rectangle adjust frame body 6 and unilateral supporting frame 2, fill in the basement fertilizer slot 7 between template and foundation pit supporting construction 8 Concrete forms concrete retaining wall 9, and concrete retaining wall 9 is by the C4 composite light-aggregate for that can do 26 thermal insulation material of outer wall of basement Material concreting forms, and C4 combined lightweight aggregate concrete thermal coefficient 0.21w/ (mk), bulk density is less than or equal to 800kg/ m3, 200 single layer steel mesh of C12@, for preventing concrete retaining wall 9 from cracking or toppling；
Step 2, one side formwork support frame are removed: successively removing unilateral supporting frame 2, rectangle adjusts frame body 6 and template 1；
Step 3,26 waterproof construction of outer wall of basement: in the completely viscous laying I type CPS-CL of bilayer of 9 outside metope of concrete retaining wall Reaction bonded type macromolecule wet-laying waterproof roll forms waterproof layer 25, and CPS-CL reaction bonded type macromolecule wet-laying waterproof roll exists It, can be with the cement in hydration process containing special active constituent in material during cement gel or cast-in-place concrete are cured Synergistic effect (the Chemical Bonding and Physical of chemical crosslinking with physics mortise and tenon occurs for gelling Crosslinking Synergism, abbreviation CPS), and the interfacial structure of " interpenetrating networks formula " is formed, to reach in conjunction with tight Close, secured, irreversible as closely linked as flesh and blood bond effect forms comprehensive, the firm waterproof layer of sealing, abnormal tough and tensile；
Step 4, outer wall of basement 26 construct: as shown in fig. 6, first carry out 26 reinforcing bar of outer wall of basement binding, then set up template 1, Unilateral supporting frame 2, the casting concrete between template 2 and concrete retaining wall 9 form outer wall of basement 26, finally remove Template 1 and unilateral supporting frame 2.So far, outer wall of basement construction is completed.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.

Claims (10)

1.一种地下室单侧支模系统，其特征在于：支设在地下室结构楼板（23）上，包括模板和支撑在模板外的若干根单侧支撑架体（2），模板由若干块模板单元（1）拼接而成，所述模板单元（1）包括矩形模板面板（11）、围固在模板四周的矩形边框（12）、模板钢框主肋（13）和Z型钢框次肋（14），若干根所述模板钢框主肋（13）均垂直且均匀间隔设置在矩形边框（12）长边框之间，所述Z型钢框次肋（14）为两根，分别垂直设于两根最外侧模板钢框主肋（13）与矩形边框（12）短边框之间；1. A basement unilateral formwork support system, characterized in that: it is supported on the basement structural floor (23), comprising a formwork and several unilateral support frame bodies (2) supported outside the formwork, and the formwork consists of several formwork The unit (1) is spliced together, and the formwork unit (1) includes a rectangular formwork panel (11), a rectangular frame (12) enclosed around the formwork, a main rib (13) of a formwork steel frame and a Z-shaped steel frame secondary rib ( 14), several main ribs (13) of the formwork steel frame are vertically and evenly spaced between the long frames of the rectangular frame (12), and there are two secondary ribs (14) of the Z-shaped steel frame, which are vertically arranged on Between the two outermost formwork steel frame main ribs (13) and the short frame of the rectangular frame (12); 所述单侧支撑架体（2）包括上部矩形标准节（21）和与上部矩形标准节（21）通过螺栓组件（5）连接固定的下部异形加高节（22），下部异形加高节（22）包括上部水平边（221）、内侧竖直边（222）、外侧斜向边（223）和底部斜向边（224），所述底部斜向边（224）与内侧竖直边（222）和外侧斜向边（223）之间分别设置预埋地脚螺栓（3）和可调支座（4）连接固定，所述可调支座（4）通过带螺纹连接件（18）与下部异形加高节（22）固定，可调支座（4）上部设有调节手柄（19），所述调节手柄（19）穿过可调支座（4）上部孔洞与可调支座（4）连接固定，通过转动调节手柄（19），可使可调支座（4）转动，从而调节单侧支撑架体（2）的垂直度；The single-sided support frame body (2) includes an upper rectangular standard section (21) and a lower special-shaped heightened section (22) which is connected and fixed with the upper rectangular standard section (21) by bolt assemblies (5), and the lower special-shaped heightened section is (22) includes an upper horizontal edge (221), an inner vertical edge (222), an outer oblique edge (223) and a bottom oblique edge (224), the bottom oblique edge (224) and the inner vertical edge ( 222) and the outer oblique side (223) are respectively provided with pre-embedded anchor bolts (3) and adjustable supports (4) for connection and fixation. It is fixed with the lower special-shaped heightening joint (22), and the upper part of the adjustable support (4) is provided with an adjustment handle (19), and the adjustment handle (19) passes through the upper hole of the adjustable support (4) and the adjustable support (4) The connection is fixed, and by rotating the adjusting handle (19), the adjustable support (4) can be rotated, thereby adjusting the verticality of the unilateral support frame body (2); 所述上部矩形标准节（21）外侧竖边及异形加高节（22）的外侧斜向边（223）上均设有钢管扣件（24），相邻所述单侧支撑架体（2）通过若干根水平钢管（20）同时穿过上部矩形标准节（21）及异形加高节（22）的钢管扣件（24）串联一起。Steel pipe fasteners (24) are provided on the outer vertical sides of the upper rectangular standard section (21) and the outer oblique sides (223) of the special-shaped heightening section (22), adjacent to the one-sided support frame body (2). ) are connected in series through a plurality of horizontal steel pipes (20) passing through the steel pipe fasteners (24) of the upper rectangular standard section (21) and the special-shaped heightened section (22) at the same time. 2.如权利要求1所述的一种地下室单侧支模系统，其特征在于：所述模板与单侧支撑架体（2）之间还支设有用于调整支模系统横向长度的矩形调节架体（6）。2. A basement one-sided formwork support system according to claim 1, characterized in that: a rectangular adjustment for adjusting the lateral length of the formwork system is also supported between the formwork and the one-sided support frame (2). Frame (6). 3.如权利要求2所述的一种地下室单侧支模系统，其特征在于：所述模板（1）与单侧支撑架体（2）或矩形调节架体（6）通过模板转接件（27）、水平方钢管（28）及龙骨转接件（29）连接固定，所述模板（1）与水平方钢管（28）通过模板转接件（27）连接，所述水平方钢管（28）与单侧支撑架体（2）或矩形调节架体（6）通过龙骨转接件（29）连接。3. A basement unilateral formwork support system according to claim 2, characterized in that: the formwork (1) and the unilateral support frame body (2) or the rectangular adjustment frame body (6) pass through formwork adapters (27), the horizontal square steel pipe (28) and the keel adapter (29) are connected and fixed, the template (1) and the horizontal square steel pipe (28) are connected through the template adapter (27), and the horizontal square steel pipe ( 28) It is connected with the unilateral support frame body (2) or the rectangular adjustment frame body (6) through the keel adapter (29). 4.如权利要求2所述的一种地下室单侧支模系统，其特征在于：所述单侧支撑架体（2）与矩形调节架体（6）通过龙骨转接件（29）、水平方钢管（28）连接固定；所述水平方钢管（28）通过龙骨转接件（29）与单侧支撑架体（2）及矩形调节架体（6）连接。4. A basement unilateral formwork support system according to claim 2, characterized in that: the unilateral support frame body (2) and the rectangular adjustment frame body (6) pass through the keel adapter (29), the horizontal The square steel pipe (28) is connected and fixed; the horizontal square steel pipe (28) is connected with the unilateral support frame body (2) and the rectangular adjustment frame body (6) through the keel adapter (29). 5.如权利要求1所述的一种地下室单侧支模系统，其特征在于：所述模板钢框主肋（13）为轴对称结构，包括顺次设置的第一连接边（131）、第一斜边（132）、第一反向斜边（138）、顶面（133）、第二反向斜边（136）、第二斜边（134）和第二连接边（135），第一连接边（131）和第二连接边（135）均与模板面板（11）贴合设置，第一斜边（132）和第二斜边（134）均朝向顶面（133）倾斜、且高于顶面（133）标高设置，所述顶面（133）上设有两个向内凹陷的凹陷面（137）。5. A basement one-sided formwork support system according to claim 1, characterized in that: the main rib (13) of the formwork steel frame is an axisymmetric structure, comprising the first connecting edge (131), a first hypotenuse (132), a first reverse hypotenuse (138), a top surface (133), a second reverse hypotenuse (136), a second hypotenuse (134) and a second connecting edge (135), Both the first connecting edge (131) and the second connecting edge (135) are arranged in close contact with the template panel (11), and the first oblique edge (132) and the second oblique edge (134) are both inclined toward the top surface (133), The top surface (133) is set at an elevation higher than that of the top surface (133), and the top surface (133) is provided with two inwardly recessed concave surfaces (137). 6.如权利要求3所述的一种地下室单侧支模系统，其特征在于：所述矩形边框（12）上设有可嵌设模板面板（11）边沿的凹槽（16），所述矩形边框（12）上还设有槽口向外的半圆螺栓孔（17），所述半圆螺栓孔（17）为模板转接件（27）穿模板（1）面板的安装点位。6. A basement single-sided formwork support system according to claim 3, characterized in that: the rectangular frame (12) is provided with a groove (16) in which the edge of the formwork panel (11) can be embedded, and the The rectangular frame (12) is further provided with semi-circular bolt holes (17) with outward notches, and the semi-circular bolt holes (17) are the installation points where the template adapter (27) passes through the panel of the template (1). 7.如权利要求1所述的一种地下室单侧支模系统，其特征在于：所述模板面板（11）为覆塑面胶合板，覆塑面胶合板包括由1.5mm厚塑面和12mm厚木胶合板。7. A basement single-side formwork support system according to claim 1, characterized in that: the formwork panel (11) is a plastic-coated plywood, and the plastic-coated plywood comprises a 1.5mm thick plastic surface and a 12mm thick wood plywood . 8.如权利要求1所述的一种地下室单侧支模系统，其特征在于：所述矩形边框（12）、模板钢框主肋（13）和Z型钢框次肋（14）为热轧异型钢，钢材质为Q235。8. A basement one-sided formwork support system according to claim 1, characterized in that: the rectangular frame (12), the main rib (13) of the formwork steel frame and the secondary rib (14) of the Z-shaped steel frame are hot rolled Special-shaped steel, the steel material is Q235. 9.利用如权利要求1~8任意一项所述的一种地下室单侧支模系统施工地下室外墙的方法，其特征在于：包括以下步骤：9. utilize a kind of basement unilateral formwork system construction method for basement exterior wall as described in any one of claim 1～8, it is characterized in that: comprise the following steps: 步骤一、混凝土挡土墙（9）施工：在地下室肥槽（7）外侧由外而内依次搭设模板（1）、矩形调节架体（6）和单侧支撑架体（2），在模板与基坑支护结构（8）之间的地下室肥槽（7）内填充混凝土形成混凝土挡土墙（9）；Step 1. Construction of the concrete retaining wall (9): A formwork (1), a rectangular adjusting frame body (6) and a unilateral support frame body (2) are set up on the outside of the basement fertilizer trough (7) in order from the outside to the inside. The basement fertilizer trough (7) between the foundation pit supporting structure (8) is filled with concrete to form a concrete retaining wall (9); 步骤二，单侧模板支撑架拆除：依次拆除单侧支撑架体（2）、矩形调节架体（6）和模板（1）；Step 2, dismantling the unilateral formwork support frame: remove the unilateral support frame body (2), the rectangular adjustment frame body (6) and the formwork (1) in sequence; 步骤三，地下室外墙（26）防水施工：在混凝土挡土墙（9）外侧墙面满粘铺设防水卷材形成防水层（25）；Step 3, waterproof construction on the exterior wall (26) of the basement: the outer wall of the concrete retaining wall (9) is fully adhered and laid with a waterproofing membrane to form a waterproof layer (25); 步骤四，地下室外墙（26）施工：先进行地下室外墙（26）钢筋绑扎，再搭设模板（1）、单侧支撑架体（2），在模板（2）与混凝土挡土墙（9）之间浇筑混凝土，形成地下室外墙（26），最后拆除模板（1）及单侧支撑架体（2），至此，地下室外墙施工完成。Step 4: Construction of the basement exterior wall (26): firstly, tie the steel bars of the basement exterior wall (26), then erect the formwork (1), the one-sided support frame (2), and install the formwork (2) and the concrete retaining wall (9). Concrete is poured between ) to form the basement exterior wall (26), and finally the formwork (1) and the unilateral support frame body (2) are removed. At this point, the basement exterior wall construction is completed. 10.如权利要求9所述的利用如一种地下室单侧支模系统施工地下室外墙的方法，其特征在于：所述混凝土挡土墙（9）由可做地下室外墙（26）保温材料的复合轻集料混凝土浇筑而成。10. The method for constructing basement exterior walls using a basement unilateral formwork system according to claim 9, characterized in that: the concrete retaining wall (9) is made of a basement exterior wall (26) thermal insulation material. Made of composite lightweight aggregate concrete.
CN201811480929.3A 2018-12-05 2018-12-05 Basement single-side formwork system and method of using it to construct basement exterior walls Expired - Fee Related CN109441099B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811480929.3A CN109441099B (en) 2018-12-05 2018-12-05 Basement single-side formwork system and method of using it to construct basement exterior walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811480929.3A CN109441099B (en) 2018-12-05 2018-12-05 Basement single-side formwork system and method of using it to construct basement exterior walls

Publications (2)

Publication Number Publication Date
CN109441099A true CN109441099A (en) 2019-03-08
CN109441099B CN109441099B (en) 2024-01-23

Family

ID=65556352

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811480929.3A Expired - Fee Related CN109441099B (en) 2018-12-05 2018-12-05 Basement single-side formwork system and method of using it to construct basement exterior walls

Country Status (1)

Country Link
CN (1) CN109441099B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112359872A (en) * 2020-11-14 2021-02-12 江苏省华建建设股份有限公司 Construction method for single-side formwork erection of underground outer wall of constructional engineering
CN113027118A (en) * 2021-03-01 2021-06-25 中建二局第三建筑工程有限公司 Can have enough to meet need and loose unilateral formwork steel support of piece together formula
CN113373977A (en) * 2021-06-17 2021-09-10 上海宝冶集团有限公司 Basement exterior wall and construction method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004263495A (en) * 2003-03-04 2004-09-24 Takeshi Odaka Basement waterproofing method
CN201635388U (en) * 2010-05-06 2010-11-17 中国建筑第二工程局有限公司 Cast-in-place concrete arc outer wall body unilateral formwork system
CN204662499U (en) * 2015-03-09 2015-09-23 江苏南通三建集团有限公司 Concrete of basement exterior wall, waterproof, fertile groove integrated construction structure
CN105220874A (en) * 2015-09-11 2016-01-06 杭州江润科技有限公司 The construction method of basement superelevation exterior wall self-supporting single side formwork system
CN105862873A (en) * 2016-04-13 2016-08-17 北京建工四建工程建设有限公司 Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit
CN209799355U (en) * 2018-12-05 2019-12-17 中建一局集团建设发展有限公司 Basement single-side formwork system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004263495A (en) * 2003-03-04 2004-09-24 Takeshi Odaka Basement waterproofing method
CN201635388U (en) * 2010-05-06 2010-11-17 中国建筑第二工程局有限公司 Cast-in-place concrete arc outer wall body unilateral formwork system
CN204662499U (en) * 2015-03-09 2015-09-23 江苏南通三建集团有限公司 Concrete of basement exterior wall, waterproof, fertile groove integrated construction structure
CN105220874A (en) * 2015-09-11 2016-01-06 杭州江润科技有限公司 The construction method of basement superelevation exterior wall self-supporting single side formwork system
CN105862873A (en) * 2016-04-13 2016-08-17 北京建工四建工程建设有限公司 Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit
CN209799355U (en) * 2018-12-05 2019-12-17 中建一局集团建设发展有限公司 Basement single-side formwork system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112359872A (en) * 2020-11-14 2021-02-12 江苏省华建建设股份有限公司 Construction method for single-side formwork erection of underground outer wall of constructional engineering
CN113027118A (en) * 2021-03-01 2021-06-25 中建二局第三建筑工程有限公司 Can have enough to meet need and loose unilateral formwork steel support of piece together formula
CN113027118B (en) * 2021-03-01 2021-12-14 中建二局第三建筑工程有限公司 Can have enough to meet need and loose unilateral formwork steel support of piece together formula
CN113373977A (en) * 2021-06-17 2021-09-10 上海宝冶集团有限公司 Basement exterior wall and construction method thereof

Also Published As

Publication number Publication date
CN109441099B (en) 2024-01-23

Similar Documents

Publication Publication Date Title
CN104631512B (en) Hang modulus method after-pouring band beam-slab construction method
CN114658219B (en) Construction method for single-side assembled formwork support
CN109736353A (en) Construction method of composite single-side formwork deep foundation pit basement outer wall
CN111058631B (en) Concrete construction method for large-gradient inclined roof
CN104405062A (en) Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment
CN101736701A (en) Bridge steel and concrete mixing section constructing method
CN106285051A (en) Prefabricated toilet and construction and installation method thereof
CN113931495B (en) Prefabricated concrete toilet chassis, manufacturing method and installation method
CN106522407A (en) Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts
CN103806647A (en) Assembly and disassembly process for large-span concrete bidirectional dense rib beam formwork case
CN105544969B (en) Formwork strip paving construction method, combined split formwork and formwork quick-release joints
CN109441099A (en) Basement single side formwork system and the method for utilizing its outer wall of basement of constructing
CN111395745A (en) A kind of basement exterior wall single-sided formwork support system and construction method thereof
CN209799355U (en) Basement single-side formwork system
CN112359994A (en) CL heat preservation system construction method
CN116927258A (en) A construction method and construction support device for pre-paved anti-adhesive waterproofing membrane
CN209040418U (en) A kind of external wall is cast-in-place with prefabricated thermal insulation integral system
CN204645727U (en) Prefabricated toilet
CN203834926U (en) Formwork erecting structure for bare concrete basement exterior wall
CN104213708A (en) Integral construction method of anchor bolt-free fireproof wall
CN118167034A (en) A lightweight foam concrete partition wall construction process
CN211655696U (en) Precast concrete cable trench
CN103195079A (en) Installation type templates, installation type template group and set of installation type template devices
CN219431841U (en) A steel formwork suitable for small-section tunnels
CN116791885B (en) A method for constructing a light well

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20240123

CF01 Termination of patent right due to non-payment of annual fee